153
Plate L/C SQX kN/m2 SQY kN/m2 MX kNm/m MY kNm/m MXY kNm/m SX kN/m2 SY kN/m2 5765 55 -39.346 -169.8 -4.5 -30.0 3.1 -385.5 -1465.8 56 -22.291 26.3 1.5 8.8 1.9 25.2 -414.3 57 -34.776 -142.5 -3.6 -23.9 2.6 -367.9 -1778.7 58 -17.721 53.6 2.4 14.8 1.4 42.8 -727.2 59 -11.192 -117.1 -0.8 -11.0 2.2 -601.3 -2063.8 60 -28.247 -313.2 -6.8 -49.7 3.5 -1012.0 -3115.3 61 -6.622 -89.7 0.1 -5.0 1.7 -583.7 -2376.6 62 -23.677 -285.9 -5.9 -43.7 3.0 -994.4 -3428.2 5766 55 -39.241 -139.0 -3.8 -24.6 3.7 -315.4 -1366.4 56 -19.515 32.8 1.6 9.9 1.9 30.1 -464.5 57 -34.109 -113.6 -2.9 -18.8 3.1 -293.8 -1632.4 58 -14.383 58.2 2.5 15.6 1.3 51.8 -730.5 59 -12.973 -138.7 -1.3 -14.9 3.1 -689.2 -2325.6 60 -32.699 -310.5 -6.7 -49.3 4.9 -1034.7 -3227.5 61 -7.841 -113.2 -0.4 -9.1 2.5 -667.5 -2591.6 62 -27.567 -285.0 -5.8 -43.6 4.3 -1013.0 -3493.5 5767 55 -37.793 -112.4 -3.2 -20.0 4.0 -267.2 -1359.0 56 -16.193 35.6 1.6 10.3 1.8 21.0 -567.7 57 -32.440 -88.6 -2.3 -14.5 3.4 -240.6 -1574.7 58 -10.840 59.4 2.5 15.8 1.2 47.6 -783.4 59 -13.873 -161.4 -2.2 -19.5 3.9 -789.9 -2726.8 60 -35.473 -309.4 -7.1 -49.8 6.2 -1078.1 -3518.1 61 -8.520 -137.6 -1.3 -14.1 3.3 -763.2 -2942.5 62 -30.120 -285.6 -6.2 -44.3 5.5 -1051.4 -3733.8 5768 55 -35.068 -90.1 -2.8 -16.2 4.1 -241.5 -1423.1 56 -12.339 34.6 1.5 9.9 1.6 -2.2 -721.8 57 -29.809 -67.5 -1.9 -10.9 3.4 -209.0 -1586.0 58 -7.080 57.1 2.4 15.2 1.0 30.2 -884.6 59 -13.461 -185.4 -3.5 -25.1 4.6 -900.5 -3275.7 60 -36.190 -310.1 -7.8 -51.2 7.1 -1139.8 -3977.0 61 -8.203 -162.9 -2.6 -19.9 4.0 -868.1 -3438.5 62 -30.931 -287.6 -6.9 -46.0 6.5 -1107.4 -4139.9 5769 55 -31.058 -71.9 -2.4 -13.1 3.9 -236.5 -1535.1 56 -7.997 30.0 1.2 8.9 1.4 -39.0 -922.5 57 -26.155 -50.3 -1.5 -8.0 3.3 -197.8 -1643.2 58 -3.094 51.6 2.1 13.9 0.8 -0.3 -1030.6 59 -11.435 -210.6 -5.2 -31.5 5.0 -1016.2 -3956.5 60 -34.496 -312.5 -8.8 -53.4 7.5 -1213.8 -4569.2 61 -6.532 -189.0 -4.3 -26.4 4.4 -977.6 -4064.6 62 -29.593 -290.9 -7.9 -48.3 6.9 -1175.1 -4677.2 5770 55 -25.881 -57.7 -2.1 -10.6 3.6 -248.6 -1670.5 56 -3.219 21.8 0.8 7.1 1.1 -88.1 -1162.6 57 -21.527 -36.6 -1.2 -5.6 3.0 -203.4 -1722.8 58 1.134 42.9 1.7 12.1 0.5 -42.9 -1214.8 59 -7.834 -236.6 -7.1 -38.4 4.9 -1130.9 -4728.1 60 -30.496 -316.1 -10.0 -56.2 7.4 -1291.4 -5236.1 61 -3.481 -215.5 -6.2 -33.5 4.3 -1085.7 -4780.4 62 -26.143 -295.0 -9.1 -51.2 6.8 -1246.2 -5288.4 5771 55 -19.542 -46.7 -1.8 -8.7 3.0 -271.3 -1805.3 56 1.908 10.5 0.3 4.7 0.6 -147.4 -1430.3 57 -15.868 -25.8 -0.9 -3.8 2.5 -219.7 -1802.3 58 5.582 31.4 1.2 9.6 0.1 -95.7 -1427.3

Plate Design for Seismic Load Case at Dowel

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Finite Element Analysis Results for Dowel Level

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Page 1: Plate Design for Seismic Load Case at Dowel

Plate L/C SQX kN/m2 SQY kN/m2 MX kNm/m MY kNm/m MXY kNm/m SX kN/m2 SY kN/m2

5765 55 -39.346 -169.8 -4.5 -30.0 3.1 -385.5 -1465.8

56 -22.291 26.3 1.5 8.8 1.9 25.2 -414.3

57 -34.776 -142.5 -3.6 -23.9 2.6 -367.9 -1778.7

58 -17.721 53.6 2.4 14.8 1.4 42.8 -727.2

59 -11.192 -117.1 -0.8 -11.0 2.2 -601.3 -2063.8

60 -28.247 -313.2 -6.8 -49.7 3.5 -1012.0 -3115.3

61 -6.622 -89.7 0.1 -5.0 1.7 -583.7 -2376.6

62 -23.677 -285.9 -5.9 -43.7 3.0 -994.4 -3428.2

5766 55 -39.241 -139.0 -3.8 -24.6 3.7 -315.4 -1366.4

56 -19.515 32.8 1.6 9.9 1.9 30.1 -464.5

57 -34.109 -113.6 -2.9 -18.8 3.1 -293.8 -1632.4

58 -14.383 58.2 2.5 15.6 1.3 51.8 -730.5

59 -12.973 -138.7 -1.3 -14.9 3.1 -689.2 -2325.6

60 -32.699 -310.5 -6.7 -49.3 4.9 -1034.7 -3227.5

61 -7.841 -113.2 -0.4 -9.1 2.5 -667.5 -2591.6

62 -27.567 -285.0 -5.8 -43.6 4.3 -1013.0 -3493.5

5767 55 -37.793 -112.4 -3.2 -20.0 4.0 -267.2 -1359.0

56 -16.193 35.6 1.6 10.3 1.8 21.0 -567.7

57 -32.440 -88.6 -2.3 -14.5 3.4 -240.6 -1574.7

58 -10.840 59.4 2.5 15.8 1.2 47.6 -783.459 -13.873 -161.4 -2.2 -19.5 3.9 -789.9 -2726.860 -35.473 -309.4 -7.1 -49.8 6.2 -1078.1 -3518.161 -8.520 -137.6 -1.3 -14.1 3.3 -763.2 -2942.5

62 -30.120 -285.6 -6.2 -44.3 5.5 -1051.4 -3733.8

5768 55 -35.068 -90.1 -2.8 -16.2 4.1 -241.5 -1423.1

56 -12.339 34.6 1.5 9.9 1.6 -2.2 -721.8

57 -29.809 -67.5 -1.9 -10.9 3.4 -209.0 -1586.058 -7.080 57.1 2.4 15.2 1.0 30.2 -884.659 -13.461 -185.4 -3.5 -25.1 4.6 -900.5 -3275.760 -36.190 -310.1 -7.8 -51.2 7.1 -1139.8 -3977.061 -8.203 -162.9 -2.6 -19.9 4.0 -868.1 -3438.562 -30.931 -287.6 -6.9 -46.0 6.5 -1107.4 -4139.9

5769 55 -31.058 -71.9 -2.4 -13.1 3.9 -236.5 -1535.156 -7.997 30.0 1.2 8.9 1.4 -39.0 -922.557 -26.155 -50.3 -1.5 -8.0 3.3 -197.8 -1643.258 -3.094 51.6 2.1 13.9 0.8 -0.3 -1030.659 -11.435 -210.6 -5.2 -31.5 5.0 -1016.2 -3956.560 -34.496 -312.5 -8.8 -53.4 7.5 -1213.8 -4569.261 -6.532 -189.0 -4.3 -26.4 4.4 -977.6 -4064.662 -29.593 -290.9 -7.9 -48.3 6.9 -1175.1 -4677.2

5770 55 -25.881 -57.7 -2.1 -10.6 3.6 -248.6 -1670.556 -3.219 21.8 0.8 7.1 1.1 -88.1 -1162.657 -21.527 -36.6 -1.2 -5.6 3.0 -203.4 -1722.858 1.134 42.9 1.7 12.1 0.5 -42.9 -1214.859 -7.834 -236.6 -7.1 -38.4 4.9 -1130.9 -4728.160 -30.496 -316.1 -10.0 -56.2 7.4 -1291.4 -5236.161 -3.481 -215.5 -6.2 -33.5 4.3 -1085.7 -4780.462 -26.143 -295.0 -9.1 -51.2 6.8 -1246.2 -5288.4

5771 55 -19.542 -46.7 -1.8 -8.7 3.0 -271.3 -1805.356 1.908 10.5 0.3 4.7 0.6 -147.4 -1430.3

57 -15.868 -25.8 -0.9 -3.8 2.5 -219.7 -1802.3

58 5.582 31.4 1.2 9.6 0.1 -95.7 -1427.3

Page 2: Plate Design for Seismic Load Case at Dowel

59 -2.9 -263.1 -9.2 -45.6 4.2 -1238.6 -5526.960 -24.4 -320.3 -11.3 -59.1 6.6 -1362.5 -5902.061 0.8 -242.2 -8.3 -40.7 3.7 -1187.0 -5524.062 -20.7 -299.4 -10.4 -54.1 6.0 -1310.9 -5899.0

5772 55 -12.1 -38.7 -1.6 -7.2 2.3 -295.7 -1917.556 7.3 -3.7 -0.3 1.8 0.1 -213.4 -1710.257 -9.2 -17.6 -0.6 -2.3 1.9 -238.0 -1862.158 10.2 17.4 0.7 6.8 -0.3 -155.7 -1654.859 2.7 -289.3 -11.2 -52.6 2.9 -1335.2 -6274.960 -16.7 -324.3 -12.5 -61.7 5.1 -1417.5 -6482.261 5.6 -268.2 -10.2 -47.7 2.5 -1277.5 -6219.562 -13.8 -303.2 -11.6 -56.7 4.7 -1359.8 -6426.8

5773 55 -4.1 -33.2 -1.4 -6.1 1.5 -312.0 -1988.556 12.7 -20.1 -0.8 -1.4 -0.5 -280.8 -1982.757 -1.9 -11.7 -0.4 -1.1 1.2 -249.0 -1886.358 14.9 1.4 0.2 3.6 -0.9 -217.8 -1880.559 8.2 -314.1 -12.8 -58.9 1.1 -1417.9 -6890.560 -8.5 -327.2 -13.4 -63.6 3.2 -1449.1 -6896.361 10.4 -292.6 -11.9 -53.9 0.8 -1354.9 -6788.362 -6.3 -305.7 -12.4 -58.6 2.8 -1386.1 -6794.1

5774 55 3.9 -30.0 -1.2 -5.2 0.7 -312.9 -2006.256 17.8 -38.1 -1.3 -4.8 -1.2 -343.0 -2227.357 5.4 -8.0 -0.3 -0.2 0.4 -245.6 -1865.658 19.4 -16.1 -0.3 0.2 -1.4 -275.7 -2086.859 13.3 -336.0 -13.9 -64.0 -0.9 -1484.1 -7302.860 -0.7 -327.9 -13.8 -64.3 0.9 -1454.1 -7081.661 14.8 -314.1 -13.0 -58.9 -1.2 -1416.8 -7162.262 0.8 -305.9 -12.9 -59.3 0.7 -1386.8 -6941.1

5775 55 10.6 -28.6 -1.2 -4.5 -0.1 -296.5 -1966.156 22.2 -57.1 -1.8 -8.3 -1.9 -393.4 -2424.957 11.6 -6.1 -0.2 0.6 -0.2 -226.2 -1798.058 23.2 -34.6 -0.8 -3.2 -2.0 -323.2 -2256.859 17.8 -353.8 -14.3 -67.5 -3.1 -1528.9 -7464.560 6.2 -325.3 -13.7 -63.7 -1.3 -1432.0 -7005.861 18.8 -331.3 -13.3 -62.5 -3.2 -1458.6 -7296.462 7.2 -302.8 -12.7 -58.7 -1.4 -1361.7 -6837.7

5776 55 15.2 -28.1 -1.1 -3.8 -0.8 -267.1 -1874.356 24.9 -76.0 -2.2 -11.5 -2.5 -428.1 -2564.857 15.8 -5.3 -0.2 1.2 -0.8 -195.3 -1690.858 25.5 -53.2 -1.2 -6.5 -2.5 -356.4 -2381.259 21.7 -366.7 -14.0 -69.4 -5.0 -1545.1 -7364.960 12.0 -318.8 -12.9 -61.7 -3.4 -1384.0 -6674.561 22.2 -343.9 -13.1 -64.3 -5.0 -1473.3 -7181.462 12.5 -296.0 -12.0 -56.6 -3.4 -1312.3 -6491.0

5777 55 17.7 -27.6 -1.0 -3.1 -1.2 -231.5 -1743.356 25.5 -93.8 -2.5 -14.3 -2.8 -446.5 -2645.757 18.0 -4.6 -0.1 1.8 -1.2 -159.8 -1556.158 25.7 -70.8 -1.6 -9.3 -2.8 -374.8 -2458.459 24.2 -374.6 -13.2 -69.5 -6.5 -1526.6 -7030.760 16.5 -308.5 -11.7 -58.3 -4.9 -1311.6 -6128.461 24.5 -351.6 -12.3 -64.6 -6.5 -1454.9 -6843.562 16.7 -285.5 -10.8 -53.4 -4.9 -1239.9 -5941.2

5778 55 18.3 -26.7 -0.7 -2.4 -1.5 -196.0 -1590.556 23.4 -109.1 -2.7 -16.6 -2.9 -451.5 -2677.557 18.4 -3.7 0.1 2.4 -1.4 -125.8 -1409.658 23.5 -86.1 -1.8 -11.8 -2.8 -381.3 -2496.759 24.3 -377.1 -12.0 -68.2 -7.4 -1472.6 -6520.660 19.2 -294.6 -10.1 -53.9 -5.9 -1217.1 -5433.561 24.4 -354.1 -11.2 -63.3 -7.2 -1402.4 -6339.7

Page 3: Plate Design for Seismic Load Case at Dowel

62 19.3 -271.6 -9.2 -49.1 -5.8 -1146.9 -5252.7

Page 4: Plate Design for Seismic Load Case at Dowel

5779 55 17.3 -25.0 -0.4 -1.6 -1.5 -163.7 -1433.456 18.8 -121.0 -2.6 -18.2 -2.7 -447.3 -2677.757 17.4 -2.2 0.4 3.1 -1.4 -96.1 -1266.058 18.9 -98.2 -1.8 -13.6 -2.5 -379.7 -2510.359 21.3 -373.5 -10.6 -65.5 -7.4 -1388.6 -5911.360 19.8 -277.5 -8.4 -48.9 -6.3 -1104.9 -4667.061 21.4 -350.8 -9.8 -60.8 -7.3 -1321.0 -5743.962 19.9 -254.8 -7.6 -44.2 -6.1 -1037.4 -4499.6

5780 55 15.2 -22.3 -0.1 -0.7 -1.4 -135.4 -1288.556 12.1 -128.6 -2.5 -19.2 -2.1 -438.7 -2668.457 15.4 -0.1 0.7 3.8 -1.2 -71.2 -1138.258 12.3 -106.3 -1.8 -14.7 -2.0 -374.5 -2518.159 15.2 -363.7 -9.2 -6.7 -1284.8 -5284.460 18.3 -257.5 -6.7 -43.5 -6.0 -981.5 -3904.561 15.4 -341.4 -8.5 -6.5 -1220.6 -5134.262 18.5 -235.2 -6.0 -39.0 -5.8 -917.3 -3754.3

5781 55 12.3 -18.6 0.3 0.2 -1.1 -111.0 -1168.656 4.2 -131.5 -2.3 -19.5 -1.2 -429.5 -2672.757 12.7 3.0 1.0 4.5 -1.0 -50.5 -1035.958 4.5 -109.9 -1.6 -15.2 -1.1 -369.1 -2540.059 6.8 -348.1 -7.9 -57.7 -5.3 -1173.1 -4712.860 14.9 -235.1 -5.3 -38.0 -5.1 -854.6 -3208.661 7.1 -326.4 -7.2 -53.5 -5.2 -1112.7 -4580.162 15.3 -213.5 -4.6 -33.8 -5.0 -794.1 -3076.0

5782 55 9.1 -13.7 0.6 1.2 -0.7 -90.4 -1082.556 -4.2 -130.1 -2.1 -19.3 -0.1 -423.7 -2711.757 9.7 7.1 1.2 5.2 -0.6 -33.7 -965.258 -3.6 -109.2 -1.5 -15.2 -0.1 -366.9 -2594.459 -3.1 -327.4 -6.8 -53.3 -3.5 -1065.0 -4251.060 10.2 -211.1 -4.1 -32.8 -4.0 -731.7 -2621.861 -2.5 -306.6 -6.2 -49.2 -3.4 -1008.3 -4133.762 10.8 -190.2 -3.5 -28.8 -3.9 -675.0 -2504.5

5783 55 6.0 -7.9 0.8 2.1 -0.2 -74.2 -1033.956 -11.8 -125.1 -2.0 -18.7 1.0 -424.8 -2800.457 6.9 12.1 1.3 6.0 -0.2 -20.8 -928.258 -10.9 -105.1 -1.4 -14.9 1.0 -371.3 -2694.859 -13.0 -303.3 -6.0 -48.8 -1.5 -970.1 -3929.160 4.8 -186.1 -3.2 -28.0 -2.7 -619.6 -2162.661 -12.1 -283.4 -5.4 -45.0 -1.5 -916.7 -3823.562 5.7 -166.2 -2.6 -24.1 -2.7 -566.2 -2056.9

5784 55 3.5 -1.5 0.8 3.0 0.2 -63.7 -1021.356 -17.5 -118.1 -2.1 -18.1 2.1 -436.2 -2945.457 4.7 17.4 1.4 6.6 0.1 -12.9 -923.058 -16.3 -99.1 -1.5 -14.5 2.0 -385.4 -2847.159 -21.5 -277.8 -5.6 -44.7 0.4 -895.4 -3751.460 -0.5 -161.2 -2.6 -23.6 -1.5 -522.9 -1827.361 -20.3 -258.8 -5.0 -41.0 0.4 -844.6 -3653.162 0.6 -142.3 -2.1 -20.0 -1.5 -472.1 -1729.0

5785 55 2.1 4.5 0.8 3.6 0.5 -60.5 -1039.156 -20.6 -111.2 -2.3 -17.6 2.9 -461.4 -3142.857 3.5 22.5 1.4 7.1 0.3 -11.8 -944.358 -19.2 -93.3 -1.8 -14.2 2.8 -412.6 -3048.059 -27.8 -253.0 -5.4 -41.0 2.0 -845.2 -3700.060 -5.1 -137.2 -2.3 -19.7 -0.5 -444.3 -1596.361 -26.4 -235.0 -4.9 -37.5 1.8 -796.4 -3605.262 -3.7 -119.3 -1.7 -16.3 -0.6 -395.5 -1501.5

5786 55 2.4 9.2 0.7 4.0 0.6 -66.5 -1079.156 -20.5 -106.9 -2.8 -17.6 3.3 -503.2 -3378.957 3.9 26.2 1.2 7.3 0.4 -19.0 -984.9

Page 5: Plate Design for Seismic Load Case at Dowel

58 -19.0 -89.9 -2.2 -14.3 3.2 -455.7 -3284.7

Page 6: Plate Design for Seismic Load Case at Dowel

59 -31.0 -231.1 -5.5 -37.9 3.0 -821.3 -3742.660 -8.2 -115.0 -2.1 -16.3 0.2 -384.6 -1442.961 -29.5 -214.1 -5.0 -34.6 2.8 -773.8 -3648.462 -6.7 -98.0 -1.5 -13.0 0.1 -337.1 -1348.7

5787 55 4.5 11.2 0.5 3.9 0.5 -83.2 -1132.556 -16.9 -107.4 -3.4 -18.1 3.3 -563.0 -3633.057 6.0 27.3 1.0 7.1 0.3 -36.5 -1037.558 -15.5 -91.3 -2.8 -15.0 3.1 -516.2 -3537.959 -30.8 -214.1 -5.8 -35.4 3.4 -822.6 -3841.160 -9.4 -95.5 -1.9 -13.4 0.6 -342.8 -1340.661 -29.3 -198.1 -5.2 -32.3 3.2 -775.9 -3746.062 -7.9 -79.5 -1.4 -10.2 0.5 -296.1 -1245.6

5788 55 8.5 9.4 0.2 3.3 0.2 -111.6 -1191.756 -10.5 -114.6 -4.0 -19.5 2.8 -639.9 -3882.157 9.8 24.5 0.7 6.4 0.0 -65.3 -1095.758 -9.2 -99.5 -3.5 -16.5 2.7 -593.5 -3786.159 -27.6 -203.5 -6.0 -33.7 3.3 -845.0 -3959.260 -8.6 -79.5 -1.8 -10.9 0.7 -316.8 -1268.861 -26.2 -188.4 -5.5 -30.7 3.2 -798.6 -3863.362 -7.3 -64.4 -1.3 -7.9 0.5 -270.4 -1172.8

5789 55 14.0 2.6 -0.2 2.1 -0.3 -151.7 -1251.356 -2.1 -129.5 -4.7 -21.6 2.0 -730.4 -4105.857 15.0 16.8 0.4 5.0 -0.4 -105.7 -1155.558 -1.1 -115.3 -4.2 -18.7 1.9 -684.4 -4010.059 -22.2 -199.7 -6.3 -32.7 2.8 -881.8 -4068.460 -6.0 -67.6 -1.7 -9.0 0.5 -303.2 -1214.061 -21.2 -185.5 -5.7 -29.8 2.7 -835.8 -3972.762 -5.0 -53.4 -1.2 -6.1 0.4 -257.2 -1118.2

5790 55 20.7 -9.6 -0.6 0.1 -0.9 -202.1 -1309.556 6.9 -151.3 -5.4 -24.5 0.9 -828.1 -4289.557 21.2 3.9 -0.1 2.9 -0.9 -156.5 -1216.258 7.4 -137.9 -4.8 -21.6 0.9 -782.5 -4196.159 -15.9 -201.6 -6.4 -32.2 2.0 -924.5 -4150.060 -2.1 -59.8 -1.7 -7.6 0.2 -298.5 -1170.161 -15.4 -188.2 -5.8 -29.4 1.9 -879.0 -4056.762 -1.6 -46.4 -1.1 -4.8 0.1 -252.9 -1076.7

5791 55 27.7 -27.0 -1.1 -2.7 -1.6 -260.0 -1367.556 15.2 -178.0 -6.0 -27.8 -0.2 -924.3 -4427.457 27.6 -14.3 -0.6 0.1 -1.6 -215.2 -1279.458 15.0 -165.3 -5.4 -25.0 -0.2 -879.6 -4339.359 -10.0 -206.8 -6.4 -31.9 1.1 -963.3 -4196.360 2.6 -55.8 -1.6 -6.8 -0.3 -298.9 -1136.461 -10.1 -194.1 -5.9 -29.2 1.1 -918.5 -4108.262 2.4 -43.1 -1.0 -4.1 -0.3 -254.2 -1048.3

5792 55 34.4 -48.8 -1.7 -6.1 -2.3 -321.9 -1429.156 21.5 -206.3 -6.5 -31.2 -1.2 -1009.0 -4521.357 33.5 -36.7 -1.1 -3.3 -2.1 -278.4 -1349.758 20.5 -194.2 -5.9 -28.5 -1.1 -965.5 -4441.959 -5.5 -212.4 -6.3 -31.7 0.2 -988.4 -4207.760 7.5 -54.9 -1.6 -6.6 -0.8 -301.3 -1115.561 -6.4 -200.3 -5.8 -29.0 0.3 -944.9 -4128.462 6.5 -42.8 -1.0 -3.8 -0.7 -257.8 -1036.2

5793 55 40.1 -73.8 -2.3 -10.1 -2.9 -383.5 -1498.756 25.2 -232.5 -6.8 -34.5 -2.1 -1072.8 -4578.657 38.2 -62.1 -1.7 -7.3 -2.7 -341.6 -1431.858 23.2 -220.8 -6.2 -31.7 -1.9 -1030.8 -4511.759 -2.9 -215.0 -6.1 -31.2 -0.5 -992.2 -4190.160 12.0 -56.3 -1.6 -6.8 -1.2 -303.0 -1110.161 -4.8 -203.3 -5.5 -28.4 -0.3 -950.3 -4123.1

Page 7: Plate Design for Seismic Load Case at Dowel

62 10.1 -44.6 -1.0 -4.0 -1.0 -261.0 -1043.2

Page 8: Plate Design for Seismic Load Case at Dowel

5794 55 44.1 -100.4 -2.9 -14.4 -3.4 -440.9 -1580.656 25.8 -253.0 -7.0 -37.1 -2.7 -1108.3 -4607.857 41.1 -88.7 -2.3 -11.5 -3.1 -400.7 -1530.158 22.8 -241.4 -6.4 -34.3 -2.4 -1068.2 -4557.259 -2.4 -212.1 -5.7 -30.1 -1.0 -969.7 -4149.560 15.9 -59.4 -1.6 -7.4 -1.7 -302.3 -1122.461 -5.4 -200.4 -5.1 -27.2 -0.7 -929.5 -4098.962 12.8 -47.7 -1.0 -4.5 -1.3 -262.1 -1071.8

5795 55 45.9 -126.9 -3.5 -19.0 -3.7 -490.7 -1677.356 23.7 -265.3 -7.0 -38.9 -3.1 -1112.4 -4617.857 41.8 -114.8 -2.9 -15.9 -3.3 -452.3 -1647.158 19.5 -253.2 -6.4 -35.8 -2.7 -1073.9 -4587.659 -3.6 -201.8 -5.2 -28.3 -1.3 -920.0 -4091.760 18.6 -63.4 -1.7 -8.3 -2.0 -298.3 -1151.261 -7.8 -189.7 -4.5 -25.2 -0.9 -881.5 -4061.562 14.5 -51.3 -1.0 -5.2 -1.5 -259.8 -1121.0

5796 55 45.3 -151.9 -4.0 -23.5 -3.9 -530.9 -1790.056 19.3 -268.3 -6.8 -39.7 -3.2 -1085.7 -4615.257 40.0 -138.6 -3.4 -20.1 -3.4 -493.9 -1784.258 14.1 -255.0 -6.2 -36.3 -2.7 -1048.7 -4609.459 -5.9 -184.3 -4.5 -25.7 -1.5 -846.2 -4020.160 20.1 -67.9 -1.7 -9.5 -2.2 -291.4 -1194.961 -11.1 -171.1 -3.8 -22.3 -0.9 -809.2 -4014.362 14.9 -54.7 -1.0 -6.1 -1.6 -254.4 -1189.1

5797 55 42.2 -174.0 -4.5 -27.8 -3.8 -560.9 -1919.256 13.7 -262.2 -6.5 -39.4 -3.0 -1033.7 -4608.257 35.9 -159.0 -3.7 -24.0 -3.2 -525.0 -1941.658 7.4 -247.2 -5.7 -35.7 -2.4 -997.7 -4630.659 -8.3 -160.7 -3.8 -22.4 -1.4 -755.3 -3938.960 20.2 -72.5 -1.7 -10.7 -2.2 -282.5 -1249.961 -14.6 -145.8 -3.0 -18.6 -0.8 -719.3 -3961.262 13.9 -57.5 -1.0 -6.9 -1.6 -246.6 -1272.3

5798 55 36.8 -192.4 -4.8 -31.7 -3.4 -582.0 -2066.756 7.5 -249.1 -6.0 -38.4 -2.6 -965.7 -4607.357 29.7 -175.1 -4.0 -27.4 -2.7 -546.7 -2120.658 0.5 -231.7 -5.2 -34.1 -1.9 -930.4 -4661.359 -10.4 -133.6 -2.9 -18.7 -1.3 -656.5 -3853.760 18.8 -77.0 -1.8 -11.9 -2.1 -272.9 -1313.161 -17.4 -116.3 -2.1 -14.4 -0.6 -621.2 -3907.762 11.8 -59.6 -1.0 -7.7 -1.4 -237.6 -1367.1

5799 55 29.3 -206.9 -5.1 -35.1 -2.7 -596.7 -2235.156 1.6 -231.8 -5.4 -36.8 -1.9 -892.4 -4621.957 21.9 -186.7 -4.2 -30.3 -1.9 -561.7 -2323.558 -5.8 -211.6 -4.6 -32.0 -1.2 -857.4 -4710.459 -11.7 -105.9 -2.1 -14.8 -1.0 -560.0 -3771.060 16.0 -81.0 -1.8 -13.1 -1.8 -264.3 -1384.261 -19.2 -85.7 -1.3 -10.0 -0.3 -525.0 -3859.462 8.5 -60.8 -0.9 -8.3 -1.0 -229.3 -1472.6

5800 55 20.4 -217.6 -5.3 -38.0 -1.7 -608.3 -2429.056 -3.7 -213.6 -4.9 -35.0 -1.0 -825.1 -4664.057 12.9 -194.1 -4.4 -32.7 -0.9 -573.6 -2553.958 -11.1 -190.1 -4.0 -29.7 -0.3 -790.3 -4788.959 -12.2 -80.5 -1.4 -11.2 -0.6 -474.3 -3697.660 11.8 -84.5 -1.7 -14.2 -1.3 -257.6 -1462.661 -19.7 -57.0 -0.5 -5.8 0.1 -439.5 -3822.562 4.4 -61.0 -0.8 -8.8 -0.5 -222.8 -1587.6

5801 55 10.5 -225.0 -5.5 -40.5 -0.5 -620.2 -2650.756 -8.3 -197.4 -4.5 -33.5 0.0 -772.0 -4737.057 3.5 -198.3 -4.5 -34.6 0.2 -585.9 -2813.3

Page 9: Plate Design for Seismic Load Case at Dowel

58 -15.3 -170.7 -3.6 -27.6 0.7 -737.6 -4899.7

Page 10: Plate Design for Seismic Load Case at Dowel

59 -12.2 -59.5 -0.7 -8.0 -0.1 -405.5 -3636.760 6.6 -87.1 -1.7 -15.0 -0.6 -253.8 -1550.361 -19.2 -32.7 0.2 -2.1 0.6 -371.1 -3799.362 -0.4 -60.3 -0.8 -9.1 0.1 -219.4 -1713.0

5802 55 0.3 -230.2 -5.7 -42.6 0.9 -635.6 -2900.056 -12.3 -185.3 -4.3 -32.3 1.1 -738.9 -4840.057 -5.8 -200.4 -4.8 -36.2 1.5 -602.1 -3100.158 -18.4 -155.5 -3.3 -25.9 1.7 -705.4 -5040.159 -12.0 -43.7 -0.3 -5.4 0.4 -356.2 -3586.460 0.6 -88.6 -1.8 -15.7 0.2 -252.9 -1646.361 -18.0 -13.9 0.7 1.1 1.0 -322.7 -3786.562 -5.4 -58.8 -0.8 -9.2 0.8 -219.4 -1846.4

5803 55 -9.8 -233.9 -6.1 -44.4 2.3 -657.3 -3168.756 -15.9 -177.9 -4.4 -31.6 2.1 -728.1 -4958.157 -14.5 -201.5 -5.1 -37.5 2.8 -625.3 -3404.258 -20.6 -145.6 -3.4 -24.7 2.6 -696.1 -5193.659 -11.9 -32.8 -0.1 -3.3 0.8 -325.9 -3537.060 -5.8 -88.8 -1.8 -16.0 1.0 -255.1 -1747.661 -16.6 -0.5 0.9 3.6 1.3 -293.9 -3772.562 -10.5 -56.4 -0.8 -9.1 1.5 -223.1 -1983.1

5804 55 -19.2 -236.9 -6.6 -45.8 3.6 -687.9 -3441.556 -19.1 -174.8 -4.6 -31.2 2.9 -739.3 -5068.457 -22.2 -202.5 -5.5 -38.5 3.9 -657.8 -3707.958 -22.1 -140.4 -3.6 -24.0 3.2 -709.3 -5334.859 -12.0 -25.4 0.0 -1.5 1.1 -311.6 -3473.360 -12.2 -87.6 -1.9 -16.0 1.8 -260.2 -1846.461 -15.1 8.9 1.1 5.8 1.4 -281.6 -3739.762 -15.2 -53.2 -0.9 -8.8 2.1 -230.2 -2112.8

5805 55 -27.5 -240.2 -7.0 -46.8 4.6 -728.8 -3693.856 -21.6 -175.1 -4.9 -30.9 3.3 -768.5 -5138.857 -28.6 -204.5 -6.0 -39.3 4.7 -701.0 -3983.958 -22.7 -139.4 -3.9 -23.4 3.4 -740.7 -5429.059 -12.2 -20.1 0.1 0.1 1.2 -308.5 -3378.160 -18.1 -85.2 -2.0 -15.7 2.5 -268.8 -1933.161 -13.2 15.7 1.1 7.7 1.3 -280.7 -3668.362 -19.2 -49.4 -1.0 -8.2 2.5 -241.0 -2223.3

5806 55 -34.5 -244.6 -7.5 -47.4 5.4 -781.0 -3900.656 -23.3 -177.9 -5.3 -30.6 3.5 -810.4 -5142.157 -33.6 -208.1 -6.5 -39.7 5.2 -755.1 -4204.958 -22.3 -141.4 -4.2 -22.9 3.3 -784.5 -5446.459 -11.9 -15.3 0.1 1.8 1.1 -310.6 -3237.560 -23.1 -82.0 -2.1 -15.0 3.0 -281.2 -1996.061 -11.0 21.3 1.2 9.5 0.9 -284.6 -3541.862 -22.2 -45.5 -1.1 -7.3 2.8 -255.2 -2300.3

5807 55 -40.0 -250.9 -7.9 -47.6 5.8 -843.5 -4039.756 -23.9 -182.1 -5.5 -29.9 3.2 -857.6 -5057.657 -36.9 -214.0 -6.8 -39.8 5.4 -818.4 -4346.758 -20.9 -145.3 -4.4 -22.2 2.8 -832.5 -5364.559 -10.9 -10.1 0.2 3.6 0.8 -311.7 -3044.960 -27.0 -78.9 -2.1 -14.0 3.3 -297.7 -2027.161 -7.9 26.8 1.3 11.4 0.4 -286.7 -3351.962 -23.9 -42.0 -1.1 -6.2 2.9 -272.6 -2334.1

5808 55 -43.9 -258.9 -8.1 -47.2 5.9 -913.8 -4100.156 -23.5 -186.6 -5.6 -28.9 2.8 -902.2 -4880.657 -38.9 -222.1 -7.0 -39.4 5.3 -887.9 -4397.458 -18.4 -149.7 -4.5 -21.1 2.1 -876.4 -5177.859 -9.0 -3.8 0.4 5.7 0.3 -306.3 -2802.960 -29.4 -76.2 -2.1 -12.7 3.5 -317.9 -2022.561 -3.9 33.1 1.5 13.5 -0.3 -280.5 -3100.2

Page 11: Plate Design for Seismic Load Case at Dowel

62 -24.4 -39.3 -1.0 -4.9 2.8 -292.0 -2319.8

Page 12: Plate Design for Seismic Load Case at Dowel

5809 55 -46.7 -267.9 -8.1 -46.4 5.9 -988.0 -4086.956 -22.1 -189.7 -5.4 -27.4 2.2 -937.1 -4622.957 -39.7 -231.2 -7.0 -38.7 5.0 -959.0 -4361.858 -15.1 -153.0 -4.3 -19.6 1.3 -908.2 -4897.859 -6.0 4.2 0.7 7.9 -0.2 -289.9 -2521.960 -30.6 -74.0 -2.0 -11.1 3.5 -340.7 -1985.961 0.9 40.9 1.8 15.6 -1.1 -260.9 -2796.862 -23.7 -37.3 -0.9 -3.4 2.6 -311.8 -2260.8

5810 55 -48.3 -276.4 -8.0 -45.0 5.7 -1060.7 -4020.956 -20.0 -190.2 -5.1 -25.4 1.5 -955.9 -4309.157 -39.7 -240.0 -6.9 -37.4 4.6 -1026.0 -4261.158 -11.4 -153.9 -4.0 -17.8 0.4 -921.2 -4549.259 -2.2 13.8 1.1 10.2 -0.9 -259.6 -2217.360 -30.6 -72.3 -1.8 -9.4 3.4 -364.5 -1929.261 6.4 50.2 2.2 17.8 -2.0 -225.0 -2457.462 -22.0 -36.0 -0.7 -1.8 2.3 -329.8 -2169.3

5811 55 -48.9 -282.4 -7.7 -43.2 5.5 -1126.6 -3938.156 -17.3 -186.9 -4.7 -23.1 0.8 -954.5 -3973.957 -38.9 -246.5 -6.6 -35.7 4.2 -1083.4 -4131.158 -7.3 -151.1 -3.6 -15.7 -0.5 -911.3 -4167.059 2.1 24.8 1.5 12.4 -1.5 -214.8 -1904.860 -29.4 -70.6 -1.6 -7.7 3.2 -387.0 -1868.961 12.1 60.7 2.6 19.8 -2.8 -171.7 -2097.862 -19.4 -34.7 -0.5 -0.2 1.9 -343.8 -2062.0

5812 55 -48.1 -284.2 -7.4 -41.0 5.2 -1180.7 -3882.056 -14.3 -179.2 -4.1 -20.6 0.2 -931.5 -3654.257 -37.1 -249.0 -6.3 -33.8 3.8 -1126.6 -4015.658 -3.3 -144.0 -3.0 -13.4 -1.2 -877.4 -3787.859 6.8 36.7 1.9 14.4 -2.1 -157.0 -1597.660 -27.1 -68.2 -1.4 -6.0 2.9 -406.2 -1825.461 17.7 72.0 3.0 21.7 -3.5 -102.9 -1731.262 -16.1 -33.0 -0.3 1.3 1.5 -352.1 -1959.0

5813 55 -45.4 -280.8 -7.1 -38.7 4.8 -1220.0 -3896.856 -10.7 -167.1 -3.6 -18.1 -0.3 -888.7 -3383.957 -33.9 -246.5 -6.0 -31.7 3.4 -1153.2 -3958.758 0.8 -132.8 -2.4 -11.1 -1.7 -821.8 -3445.759 11.2 48.7 2.3 16.2 -2.6 -89.2 -1304.060 -23.5 -65.0 -1.3 -4.4 2.5 -420.6 -1816.961 22.7 83.1 3.4 23.2 -4.0 -22.3 -1365.862 -12.0 -30.6 -0.1 2.6 1.1 -353.7 -1878.8

5814 55 -40.3 -272.4 -6.9 -36.6 4.3 -1243.6 -4017.656 -6.6 -151.5 -3.1 -15.8 -0.7 -830.3 -3187.857 -28.8 -239.2 -5.7 -29.8 2.9 -1162.8 -3995.858 4.9 -118.3 -1.9 -9.0 -2.2 -749.5 -3165.959 15.1 59.9 2.6 17.6 -3.0 -16.3 -1028.360 -18.6 -60.9 -1.2 -3.2 2.0 -429.6 -1858.261 26.6 93.1 3.8 24.4 -4.4 64.5 -1006.562 -7.2 -27.7 0.0 3.6 0.6 -348.9 -1836.3

5815 55 -32.4 -260.0 -6.8 -34.9 3.7 -1252.9 -4262.856 -1.7 -134.2 -2.7 -13.9 -1.0 -762.4 -3079.057 -21.5 -228.3 -5.6 -28.4 2.2 -1158.0 -4146.958 9.1 -102.4 -1.5 -7.4 -2.4 -667.4 -2963.159 18.1 69.3 3.0 18.6 -3.2 56.3 -771.860 -12.6 -56.5 -1.1 -2.4 1.4 -434.2 -1955.561 28.9 101.1 4.2 25.1 -4.6 151.2 -655.862 -1.7 -24.8 0.1 4.1 0.0 -339.3 -1839.6

5816 55 -21.4 -246.1 -6.8 -34.1 2.7 -1251.4 -4628.956 3.8 -117.2 -2.4 -12.7 -1.3 -692.1 -3056.657 -11.9 -216.0 -5.6 -27.8 1.5 -1143.0 -4411.8

Page 13: Plate Design for Seismic Load Case at Dowel

58 13.3 -87.0 -1.2 -6.4 -2.6 -583.7 -2839.5

Page 14: Plate Design for Seismic Load Case at Dowel

59 19.8 76.3 3.3 19.3 -3.3 123.2 -534.560 -5.4 -52.7 -1.2 -2.1 0.7 -436.2 -2106.861 29.4 106.4 4.5 25.6 -4.6 231.6 -317.462 4.2 -22.5 0.1 4.2 -0.6 -327.8 -1889.7

5817 55 -7.7 -233.8 -7.1 -34.3 1.6 -1244.6 -5089.756 9.8 -102.9 -2.3 -12.3 -1.6 -626.2 -3105.557 -0.2 -205.2 -5.8 -28.1 0.5 -1124.1 -4769.258 17.4 -74.3 -1.0 -6.1 -2.7 -505.8 -2785.059 20.2 80.3 3.5 19.5 -3.2 179.3 -319.360 2.7 -50.6 -1.3 -2.5 -0.1 -439.0 -2303.561 27.8 108.9 4.8 25.7 -4.3 299.8 1.262 10.3 -22.0 0.0 3.7 -1.1 -318.6 -1983.0

5818 55 7.7 -225.9 -7.6 -35.8 0.1 -1238.2 -5599.156 15.6 -93.2 -2.4 -12.7 -1.9 -570.6 -3200.257 12.8 -198.6 -6.2 -29.6 -0.7 -1107.9 -5181.058 20.7 -65.9 -1.0 -6.6 -2.7 -440.3 -2782.159 19.1 81.3 3.8 19.4 -2.9 220.9 -132.360 11.2 -51.5 -1.5 -3.6 -0.9 -446.8 -2531.261 24.2 108.5 5.1 25.6 -3.7 351.2 285.862 16.2 -24.2 -0.1 2.5 -1.7 -316.5 -2113.1

5819 55 23.9 -225.3 -8.2 -38.6 -1.4 -1238.0 -6102.356 20.8 -89.2 -2.6 -13.9 -2.2 -529.0 -3310.257 26.0 -198.7 -6.7 -32.3 -1.9 -1100.6 -5601.658 23.0 -62.7 -1.1 -7.7 -2.7 -391.6 -2809.559 16.6 79.3 3.9 19.0 -2.4 245.2 14.560 19.7 -56.7 -1.7 -5.6 -1.7 -463.8 -2777.661 18.8 105.9 5.4 25.3 -2.9 382.6 515.262 21.9 -30.2 -0.2 0.6 -2.1 -326.4 -2276.9

5820 55 39.5 -233.6 -8.8 -42.5 -3.1 -1247.3 -6544.756 24.6 -91.3 -2.8 -15.7 -2.5 -502.5 -3405.257 38.6 -207.0 -7.2 -36.1 -3.1 -1106.1 -5987.958 23.8 -64.7 -1.3 -9.3 -2.5 -361.3 -2848.459 13.0 75.0 4.0 18.3 -1.7 251.4 106.360 27.8 -67.3 -2.0 -8.5 -2.3 -493.4 -3033.161 12.1 101.5 5.5 24.8 -1.8 392.6 663.162 27.0 -40.8 -0.4 -2.0 -2.4 -352.2 -2476.4

5821 55 53.1 -251.0 -9.4 -47.5 -4.5 -1266.6 -6885.456 26.6 -98.3 -3.1 -17.9 -2.6 -489.6 -3460.757 49.3 -223.8 -7.8 -40.8 -4.2 -1125.2 -6308.158 22.8 -71.1 -1.5 -11.1 -2.3 -348.3 -2883.459 8.5 68.7 3.9 17.4 -0.9 239.6 129.260 35.0 -83.9 -2.4 -12.2 -2.8 -537.3 -3295.561 4.7 96.0 5.5 24.1 -0.6 381.0 706.562 31.2 -56.7 -0.8 -5.5 -2.5 -396.0 -2718.1

5822 55 63.5 -275.7 -10.0 -53.1 -5.7 -1293.3 -7101.656 26.3 -108.4 -3.3 -20.0 -2.6 -486.3 -3459.557 57.1 -247.3 -8.4 -46.1 -4.9 -1155.9 -6545.158 19.8 -80.0 -1.7 -13.1 -1.9 -348.9 -2903.059 3.5 61.3 3.7 16.2 0.0 211.8 76.160 40.8 -106.0 -2.9 -16.9 -3.1 -595.2 -3566.061 -2.9 89.7 5.4 23.2 0.7 349.2 632.662 34.4 -77.6 -1.3 -9.9 -2.3 -457.8 -3009.5

5823 55 70.0 -305.5 -10.6 -59.0 -6.4 -1322.9 -7187.656 23.7 -119.3 -3.5 -22.0 -2.4 -487.2 -3393.357 61.4 -275.5 -9.0 -51.8 -5.3 -1193.1 -6692.158 15.1 -89.3 -1.9 -14.7 -1.3 -357.4 -2897.859 -1.6 53.3 3.4 14.8 0.8 170.4 -50.960 44.7 -133.0 -3.6 -22.2 -3.1 -665.2 -3845.161 -10.2 83.3 5.0 22.1 2.0 300.2 444.6

Page 15: Plate Design for Seismic Load Case at Dowel

62 36.1 -102.9 -2.0 -15.0 -2.0 -535.4 -3349.7

Page 16: Plate Design for Seismic Load Case at Dowel

5824 55 72.0 -337.3 -11.2 -64.8 -6.7 -1349.2 -7148.156 19.1 -128.7 -3.6 -23.3 -2.1 -486.7 -3260.057 61.7 -305.5 -9.6 -57.4 -5.3 -1230.3 -6748.458 8.8 -96.9 -2.1 -15.9 -0.7 -367.8 -2860.359 -6.5 45.4 3.0 13.4 1.6 119.0 -239.060 46.3 -163.1 -4.5 -28.1 -3.0 -743.5 -4127.061 -16.8 77.2 4.6 20.8 3.0 237.9 160.762 36.1 -131.4 -3.0 -20.6 -1.6 -624.6 -3727.3

5825 55 69.1 -367.6 -11.7 -70.0 -6.6 -1366.2 -6992.356 12.8 -134.7 -3.6 -23.9 -1.7 -480.0 -3064.457 57.8 -333.9 -10.3 -62.4 -5.0 -1260.5 -6712.058 1.4 -101.1 -2.2 -16.3 -0.1 -374.3 -2784.159 -10.8 38.1 2.6 12.0 2.2 61.0 -468.660 45.6 -194.7 -5.5 -34.1 -2.7 -825.2 -4396.561 -22.1 71.8 4.0 19.5 3.7 166.7 -188.462 34.2 -161.0 -4.1 -26.5 -1.1 -719.5 -4116.2

5826 55 62.1 -393.0 -12.1 -74.0 -6.2 -1368.2 -6728.656 5.5 -136.0 -3.5 -23.5 -1.2 -463.7 -2815.057 50.3 -357.5 -10.8 -66.3 -4.5 -1277.1 -6579.558 -6.3 -100.6 -2.2 -15.9 0.4 -372.6 -2665.959 -13.8 31.5 2.1 10.6 2.5 0.1 -717.560 42.7 -225.4 -6.5 -39.9 -2.4 -904.5 -4631.161 -25.6 67.0 3.4 18.2 4.2 91.2 -568.462 31.0 -189.9 -5.2 -32.2 -0.8 -813.3 -4482.0

5827 55 51.7 -410.4 -12.4 -76.7 -5.5 -1350.8 -6365.556 -2.0 -131.9 -3.3 -22.2 -0.7 -436.0 -2523.957 40.2 -373.4 -11.2 -68.9 -3.9 -1274.7 -6348.058 -13.5 -94.8 -2.1 -14.5 0.9 -359.9 -2506.559 -15.4 25.2 1.6 9.2 2.6 -60.9 -964.560 38.2 -253.3 -7.5 -45.2 -2.2 -975.7 -4806.061 -26.9 62.3 2.8 16.9 4.3 15.2 -947.062 26.7 -216.2 -6.3 -37.5 -0.6 -899.6 -4788.5

5828 55 38.9 -418.3 -12.5 -77.5 -4.7 -1311.2 -5911.556 -9.1 -122.5 -3.0 -20.0 -0.2 -397.1 -2206.757 28.4 -380.0 -11.4 -69.7 -3.3 -1249.6 -6016.358 -19.6 -84.2 -1.8 -12.3 1.3 -335.5 -2311.459 -15.5 18.6 1.2 7.8 2.6 -119.7 -1193.360 32.6 -277.2 -8.4 -49.7 -2.0 -1033.8 -4898.161 -26.0 56.9 2.3 15.6 4.0 -58.1 -1298.062 22.1 -238.9 -7.2 -41.9 -0.5 -972.2 -5002.9

5829 55 25.2 -415.6 -12.3 -76.5 -3.9 -1248.6 -5379.456 -15.3 -108.5 -2.5 -17.1 0.3 -348.4 -1878.757 16.2 -376.7 -11.2 -68.8 -2.6 -1200.3 -5590.358 -24.3 -69.7 -1.4 -9.3 1.5 -300.2 -2089.759 -14.2 10.8 0.8 6.4 2.3 -174.8 -1391.660 26.3 -296.2 -9.0 -53.1 -1.8 -1075.0 -4892.261 -23.2 49.7 1.8 14.1 3.6 -126.5 -1602.562 17.3 -257.3 -7.9 -45.3 -0.6 -1026.7 -5103.2

5830 55 11.3 -402.7 -11.8 -73.7 -3.0 -1164.4 -4787.656 -20.3 -91.2 -2.0 -13.6 0.7 -292.8 -1556.557 4.3 -363.8 -10.7 -66.0 -2.0 -1127.5 -5084.258 -27.4 -52.3 -1.0 -5.9 1.7 -255.9 -1853.159 -12.0 1.2 0.4 4.8 1.9 -226.0 -1551.560 19.6 -310.3 -9.4 -55.3 -1.7 -1097.6 -4782.661 -19.1 40.0 1.4 12.5 3.0 -189.1 -1848.162 12.5 -271.5 -8.3 -47.6 -0.7 -1060.8 -5079.1

5831 55 -1.6 -380.7 -11.0 -69.3 -2.1 -1061.9 -4162.756 -23.9 -71.6 -1.4 -9.8 1.0 -233.3 -1254.957 -6.5 -342.5 -10.0 -61.7 -1.3 -1034.4 -4521.9

Page 17: Plate Design for Seismic Load Case at Dowel

58 -28.9 -33.5 -0.4 -2.2 1.7 -205.7 -1614.2

Page 18: Plate Design for Seismic Load Case at Dowel

59 -9.6 -10.6 0.2 3.1 1.5 -273.5 -1669.060 12.7 -319.6 -9.4 -56.4 -1.5 -1102.1 -4576.761 -14.6 27.6 1.1 10.7 2.3 -245.9 -2028.262 7.8 -281.5 -8.5 -48.8 -0.8 -1074.6 -4935.9

5832 55 -12.9 -351.4 -9.9 -63.5 -1.1 -946.2 -3537.156 -26.2 -51.3 -0.7 -5.8 1.3 -173.5 -987.657 -15.8 -314.4 -9.0 -56.2 -0.7 -925.6 -3935.058 -29.0 -14.4 0.2 1.5 1.7 -152.9 -1385.559 -7.6 -24.6 0.0 1.3 1.2 -318.7 -1745.160 5.7 -324.6 -9.2 -56.4 -1.2 -1091.4 -4294.661 -10.5 12.4 0.9 8.7 1.6 -298.1 -2143.062 2.8 -287.7 -8.3 -49.0 -0.8 -1070.8 -4692.5

5833 55 -22.3 -316.8 -8.8 -56.9 -0.2 -823.3 -2945.856 -27.2 -31.4 -0.1 -2.0 1.5 -116.7 -764.757 -23.2 -281.5 -7.8 -49.8 0.0 -807.3 -3359.658 -28.0 3.9 0.8 5.1 1.7 -100.8 -1178.559 -6.4 -40.5 -0.2 -0.7 0.9 -363.6 -1787.460 -1.5 -325.9 -8.8 -55.5 -0.8 -1070.1 -3968.561 -7.3 -5.2 0.7 6.5 1.1 -347.6 -2201.262 -2.4 -290.6 -7.9 -48.4 -0.6 -1054.1 -4382.2

5834 55 -29.5 -279.4 -7.6 -49.9 0.7 -699.7 -2422.256 -27.1 -13.0 0.4 1.4 1.7 -66.2 -593.757 -28.6 -246.0 -6.6 -43.0 0.7 -686.0 -2831.458 -26.2 20.4 1.3 8.3 1.6 -52.5 -1002.859 -6.3 -58.1 -0.3 -2.8 0.9 -411.0 -1811.860 -8.8 -324.4 -8.2 -54.1 -0.1 -1044.6 -3640.461 -5.4 -24.6 0.7 4.1 0.8 -397.4 -2221.062 -7.8 -291.0 -7.3 -47.3 -0.1 -1030.9 -4049.6

5835 55 -34.7 -241.3 -6.4 -42.8 1.6 -581.8 -1992.456 -26.2 3.1 0.9 4.5 1.8 -24.3 -477.957 -32.2 -209.9 -5.5 -36.2 1.4 -568.5 -2380.458 -23.7 34.5 1.8 11.1 1.5 -11.0 -865.959 -7.3 -76.8 -0.4 -5.1 1.1 -464.3 -1843.460 -15.8 -321.2 -7.6 -52.4 0.9 -1021.8 -3358.061 -4.8 -45.4 0.6 1.5 0.8 -451.1 -2231.462 -13.4 -289.8 -6.7 -45.8 0.7 -1008.5 -3746.0

5836 55 -37.9 -204.3 -5.4 -36.1 2.4 -475.4 -1672.356 -24.5 16.3 1.3 6.9 1.8 6.7 -418.357 -34.2 -174.9 -4.4 -29.8 2.0 -460.7 -2026.858 -20.8 45.7 2.2 13.2 1.4 21.4 -772.959 -9.1 -96.5 -0.5 -7.8 1.5 -526.9 -1915.060 -22.5 -317.1 -7.1 -50.9 2.1 -1008.9 -3168.961 -5.4 -67.2 0.4 -1.5 1.1 -512.2 -2269.562 -18.8 -287.8 -6.2 -44.5 1.7 -994.2 -3523.5

5909 55 2.1 7.1 0.9 2.4 0.7 -23.0 -1149.556 11.5 -58.6 0.8 -5.1 3.8 -467.3 -3361.357 2.2 18.2 1.0 3.6 0.5 44.7 -1046.558 11.6 -47.6 0.9 -3.9 3.5 -399.6 -3258.359 5.6 -146.2 1.6 -11.2 4.5 -990.9 -3981.460 -3.8 -80.5 1.7 -3.7 1.5 -546.5 -1769.661 5.6 -135.1 1.7 -9.9 4.3 -923.2 -3878.462 -3.8 -69.4 1.8 -2.4 1.2 -478.9 -1666.6

5910 55 -6.9 -110.4 -0.2 -8.2 6.8 -652.0 -1505.956 0.7 18.0 0.6 5.6 3.1 36.7 -451.357 -7.8 -90.0 0.0 -5.9 6.1 -566.9 -1815.858 -0.2 38.4 0.8 7.9 2.3 121.8 -761.259 9.321 -55.707 2.298 1.53 0.884 -552.585 -2206.96460 1.703 -184.12 1.482 -12.247 4.594 -1241.315 -3261.61161 8.394 -35.329 2.451 3.841 0.094 -467.48 -2516.875

Page 19: Plate Design for Seismic Load Case at Dowel

62 0.775 -163.743 1.635 -9.936 3.804 -1156.211 -3571.522

Page 20: Plate Design for Seismic Load Case at Dowel

5911 55 -3.274 -90.518 -0.428 -6.52 6.997 -547.016 -1397.03256 3.009 22.787 0.531 5.881 2.708 52.977 -503.68557 -4.169 -71.818 -0.177 -4.27 6.13 -465.563 -1663.1858 2.114 41.487 0.783 8.132 1.841 134.43 -769.83359 17.285 -67.484 2.256 0.229 1.386 -657.974 -2497.13860 11.003 -180.789 1.296 -12.172 5.675 -1257.967 -3390.48461 16.39 -48.784 2.508 2.48 0.519 -576.521 -2763.28662 10.107 -162.089 1.548 -9.921 4.808 -1176.514 -3656.632

5912 55 -0.46 -72.451 -0.77 -5.163 6.896 -452.899 -1374.05856 5.295 25.58 0.351 5.917 2.2 57.155 -605.47557 -1.328 -55.302 -0.435 -2.97 6.003 -373.72 -1591.83458 4.426 42.729 0.685 8.11 1.307 136.335 -823.25159 26.457 -79.301 1.704 -1.617 1.833 -757.544 -2900.9560 20.702 -177.332 0.584 -12.696 6.529 -1267.599 -3669.53361 25.588 -62.153 2.039 0.576 0.94 -678.365 -3118.72762 19.834 -160.183 0.918 -10.503 5.636 -1188.419 -3887.309

5913 55 1.318 -56.402 -1.147 -4.109 6.554 -372.141 -1418.86556 7.461 26.352 0.094 5.669 1.61 49.912 -753.19457 0.44 -40.608 -0.741 -1.965 5.679 -294.135 -1585.14258 6.582 42.146 0.499 7.812 0.735 127.919 -919.4759 35.469 -91.265 0.586 -4.038 2.095 -846.371 -3420.52560 29.327 -174.019 -0.655 -13.815 7.039 -1268.424 -4086.19661 34.59 -75.471 0.991 -1.894 1.22 -768.365 -3586.80162 28.448 -158.225 -0.25 -11.671 6.164 -1190.418 -4252.473

5914 55 2.025 -42.483 -1.503 -3.308 5.986 -305.841 -1510.2856 9.302 25.086 -0.232 5.148 0.935 32.354 -941.64757 1.101 -27.791 -1.036 -1.201 5.166 -228.264 -1623.14958 8.378 39.778 0.235 7.255 0.116 109.931 -1054.51659 42.74 -103.549 -1.063 -6.976 2.055 -921.438 -4039.10560 35.462 -171.119 -2.334 -15.431 7.105 -1259.633 -4607.73861 41.816 -88.857 -0.596 -4.869 1.235 -843.861 -4151.97562 34.538 -156.427 -1.867 -13.325 6.285 -1182.056 -4720.607

5915 55 1.755 -30.726 -1.793 -2.702 5.214 -253.669 -1625.83456 10.597 21.819 -0.605 4.378 0.176 5.863 -1163.15657 0.792 -16.86 -1.268 -0.616 4.479 -176.102 -1684.70758 9.634 35.686 -0.08 6.465 -0.559 83.43 -1222.02959 46.639 -116.237 -3.1 -10.284 1.631 -982.321 -4720.49960 37.797 -168.782 -4.288 -17.364 6.668 -1241.854 -5183.17761 45.676 -102.371 -2.574 -8.197 0.896 -904.754 -4779.37262 36.834 -154.916 -3.763 -15.278 5.933 -1164.286 -5242.05

5916 55 0.753 -21.178 -1.984 -2.237 4.27 -214.086 -1743.26756 11.126 16.593 -0.985 3.396 -0.66 -28.116 -1407.01257 -0.196 -7.855 -1.407 -0.154 3.641 -136.342 -1749.21958 10.178 29.915 -0.408 5.478 -1.288 49.629 -1412.96459 46.003 -129.391 -5.283 -13.736 0.797 -1031.336 -5412.16860 35.63 -167.162 -6.283 -19.369 5.726 -1217.307 -5748.42461 45.055 -116.069 -4.706 -11.654 0.168 -953.592 -5418.12162 34.682 -153.84 -5.706 -17.286 5.098 -1139.562 -5754.376

5917 55 -0.745 -13.89 -2.069 -1.858 3.2 -184.784 -1842.09256 10.731 9.494 -1.322 2.254 -1.551 -68.13 -1659.56257 -1.572 -0.856 -1.449 0.232 2.693 -106.787 -1798.26558 9.904 22.528 -0.702 4.344 -2.058 9.866 -1615.73559 40.207 -142.823 -7.307 -17.055 -0.406 -1073.073 -6051.82460 28.73 -166.207 -8.054 -21.167 4.345 -1189.726 -6234.35461 39.379 -129.788 -6.687 -14.966 -0.913 -995.076 -6007.99762 27.903 -153.173 -7.434 -19.078 3.838 -1111.73 -6190.527

5918 55 -2.541 -8.919 -2.057 -1.52 2.071 -163.33 -1905.50656 9.344 0.644 -1.565 1.019 -2.458 -112.941 -1904.9357 -3.112 4.041 -1.407 0.58 1.691 -85.014 -1817.344

Page 21: Plate Design for Seismic Load Case at Dowel

58 8.774 13.604 -0.915 3.12 -2.839 -34.625 -1816.768

Page 22: Plate Design for Seismic Load Case at Dowel

59 29.55 -156.137 -8.842 -19.955 -1.875 -1113.182 -6576.43660 17.664 -165.699 -9.334 -22.495 2.655 -1163.571 -6577.01261 28.979 -143.177 -8.192 -17.855 -2.255 -1034.867 -6488.27362 17.094 -152.739 -8.685 -20.394 2.274 -1085.256 -6488.85

5919 55 -4.517 -6.188 -1.957 -1.185 0.968 -147.597 -1922.7156 7.032 -9.763 -1.662 -0.232 -3.319 -161.403 -2127.0457 -4.697 6.852 -1.3 0.919 0.712 -68.828 -1797.89258 6.852 3.277 -1.005 1.872 -3.576 -82.634 -2002.22159 15.344 -168.78 -9.608 -22.187 -3.459 -1156.498 -6932.3860 3.795 -165.206 -9.902 -23.14 0.828 -1142.693 -6728.05161 15.164 -155.74 -8.951 -20.083 -3.715 -1077.729 -6807.56362 3.615 -152.165 -9.245 -21.036 0.572 -1063.923 -6603.233

5920 55 -6.574 -5.374 -1.762 -0.829 -0.016 -136.104 -1890.63556 4.002 -21.395 -1.577 -1.422 -4.049 -212.524 -2312.557 -6.274 7.836 -1.126 1.264 -0.16 -56.685 -1738.59558 4.301 -8.185 -0.941 0.67 -4.193 -133.105 -2160.45959 -0.306 -180.271 -9.456 -23.581 -4.976 -1205.041 -7085.05460 -10.881 -164.25 -9.641 -22.988 -0.943 -1128.621 -6663.18961 -0.006 -167.061 -8.82 -21.488 -5.12 -1125.622 -6933.01462 -10.582 -151.04 -9.005 -20.895 -1.087 -1049.203 -6511.149

5921 55 -8.564 -5.89 -1.454 -0.444 -0.802 -127.608 -1814.44656 0.591 -33.705 -1.286 -2.484 -4.548 -264.843 -2454.15557 -7.763 7.512 -0.868 1.615 -0.852 -47.343 -1645.50158 1.393 -20.303 -0.7 -0.425 -4.598 -184.578 -2285.2159 -15.102 -190.225 -8.403 -24.069 -6.221 -1256.618 -7026.19960 -24.257 -162.411 -8.571 -22.029 -2.475 -1119.383 -6386.4961 -14.3 -176.824 -7.817 -22.01 -6.272 -1176.354 -6857.25362 -23.456 -149.009 -7.985 -19.97 -2.526 -1039.119 -6217.545

5922 55 -10.201 -7.035 -1.02 -0.032 -1.339 -121.155 -1705.64156 -2.707 -45.916 -0.787 -3.369 -4.719 -316.555 -2552.94457 -8.962 6.527 -0.511 1.968 -1.322 -39.983 -1529.84358 -1.468 -32.354 -0.278 -1.369 -4.703 -235.382 -2377.14659 -26.912 -198.295 -6.62 -23.698 -6.994 -1305.259 -6775.94460 -34.406 -159.413 -6.853 -20.361 -3.613 -1109.859 -5928.64161 -25.673 -184.733 -6.111 -21.698 -6.977 -1224.087 -6600.14662 -33.167 -145.851 -6.344 -18.361 -3.597 -1028.687 -5752.843

5923 55 -11.166 -8.185 -0.478 0.396 -1.609 -115.544 -1579.1856 -5.343 -57.103 -0.11 -4.053 -4.492 -365.246 -2617.957 -9.627 5.464 -0.065 2.313 -1.557 -33.642 -1405.20758 -3.804 -43.454 0.304 -2.135 -4.44 -283.344 -2443.92759 -34.36 -203.995 -4.383 -22.612 -7.129 -1342.858 -6378.85160 -40.183 -155.078 -4.751 -18.164 -4.245 -1093.156 -5340.13161 -32.822 -190.346 -3.969 -20.694 -7.076 -1260.956 -6204.87862 -38.644 -141.428 -4.338 -16.246 -4.193 -1011.253 -5166.158

5924 55 -11.202 -8.851 0.117 0.821 -1.621 -109.477 -1450.54956 -6.77 -66.301 0.672 -4.537 -3.839 -408.317 -2664.09257 -9.545 4.782 0.428 2.639 -1.564 -27.322 -1284.86158 -5.114 -52.668 0.983 -2.719 -3.782 -326.162 -2498.40459 -36.834 -206.632 -2.012 -21.022 -6.543 -1361.563 -5895.18860 -41.266 -149.182 -2.567 -15.663 -4.325 -1062.723 -4681.64561 -35.177 -192.999 -1.701 -19.204 -6.487 -1279.409 -5729.49962 -39.609 -135.549 -2.256 -13.845 -4.268 -980.568 -4515.957

5925 55 -10.221 -8.693 0.686 1.226 -1.402 -101.527 -1333.58456 -6.602 -72.689 1.443 -4.843 -2.786 -443.164 -2709.52457 -8.63 4.802 0.903 2.933 -1.37 -19.857 -1180.01958 -5.011 -59.194 1.659 -3.136 -2.754 -361.494 -2555.95959 -34.559 -205.571 0.17 -19.155 -5.26 -1355.536 -5389.82960 -38.178 -141.575 -0.586 -13.086 -3.877 -1013.898 -4013.88861 -32.968 -192.075 0.386 -17.448 -5.229 -1273.866 -5236.263

Page 23: Plate Design for Seismic Load Case at Dowel

62 -36.588 -128.079 -0.37 -11.379 -3.845 -932.228 -3860.323

Page 24: Plate Design for Seismic Load Case at Dowel

5926 55 -8.302 -7.467 1.148 1.589 -1.003 -90.538 -1239.03656 -4.655 -75.699 2.06 -5.009 -1.417 -467.626 -2771.78657 -6.939 5.76 1.287 3.183 -1.02 -10.249 -1098.90658 -3.292 -62.472 2.199 -3.414 -1.434 -387.337 -2631.65559 -28.274 -200.35 1.878 -17.224 -3.413 -1322.114 -4921.27260 -31.92 -132.118 0.966 -10.627 -3 -945.027 -3388.52261 -26.911 -187.123 2.017 -15.63 -3.43 -1241.825 -4781.14262 -30.558 -118.891 1.105 -9.033 -3.017 -864.738 -3248.392

5927 55 -5.715 -5.092 1.428 1.894 -0.496 -75.98 -1173.58956 -1.166 -75.185 2.377 -5.078 0.122 -480.527 -2864.83557 -4.681 7.74 1.517 3.379 -0.577 2.024 -1046.16458 -0.133 -62.353 2.466 -3.593 0.042 -402.524 -2737.4159 -19.458 -191.027 2.903 -15.392 -1.227 -1262.369 -4533.00460 -24.007 -120.934 1.954 -8.419 -1.845 -857.821 -2841.75861 -18.425 -178.195 2.991 -13.906 -1.307 -1184.365 -4405.5862 -22.974 -108.102 2.043 -6.934 -1.926 -779.818 -2714.334

5928 55 -2.838 -1.637 1.481 2.133 0.029 -58.417 -1139.26956 3.298 -71.487 2.281 -5.096 1.642 -482.421 -2996.18557 -2.174 10.687 1.549 3.518 -0.119 16.537 -1022.50658 3.962 -59.163 2.349 -3.711 1.494 -407.468 -2879.42259 -9.777 -178.107 3.148 -13.755 1.017 -1181.243 -4248.4160 -15.913 -108.257 2.348 -6.527 -0.596 -757.239 -2391.49461 -9.113 -165.784 3.216 -12.37 0.869 -1106.29 -4131.64762 -15.249 -95.933 2.416 -5.142 -0.744 -682.285 -2274.731

5929 55 -0.1 2.605 1.294 2.304 0.472 -39.711 -1133.41956 7.848 -65.498 1.725 -5.095 2.929 -476.208 -3164.94257 0.218 14.331 1.369 3.6 0.262 31.69 -1024.75258 8.166 -53.771 1.8 -3.799 2.719 -404.807 -3056.27459 -0.986 -162.671 2.647 -12.35 3.024 -1087.171 -4069.78760 -8.934 -94.568 2.216 -4.951 0.567 -650.673 -2038.26461 -0.668 -150.944 2.722 -11.054 2.815 -1015.77 -3961.11962 -8.616 -82.842 2.291 -3.655 0.358 -579.272 -1929.597

5930 55 3.562 11.062 0.338 2.453 0.722 -12.184 -1178.3956 13.478 -52.619 -0.502 -5.118 4.054 -463.16 -3567.84957 3.395 21.449 0.49 3.607 0.442 51.875 -1079.38858 13.311 -42.232 -0.351 -3.964 3.774 -399.1 -3468.84659 9.072 -130.495 0.131 -10.138 5.393 -903.511 -3955.76960 -0.844 -66.813 0.971 -2.567 2.061 -452.536 -1566.3161 8.905 -120.108 0.282 -8.984 5.113 -839.451 -3856.76762 -1.011 -56.427 1.122 -1.413 1.781 -388.476 -1467.308

5931 55 4.13 13.551 -0.287 2.43 0.395 -11.627 -1210.65256 13.275 -49.388 -1.83 -5.159 3.681 -471.838 -3763.49257 3.836 23.252 -0.082 3.53 0.118 49.178 -1114.74558 12.981 -39.687 -1.625 -4.059 3.404 -411.034 -3667.58459 9.429 -117.29 -1.339 -9.238 5.526 -834.703 -3961.46160 0.283 -54.351 0.204 -1.649 2.24 -374.491 -1408.62261 9.135 -107.589 -1.134 -8.138 5.249 -773.898 -3865.55462 -0.011 -44.649 0.409 -0.549 1.963 -313.686 -1312.714

5932 55 3.923 13.614 -0.895 2.324 -0.252 -25.051 -1238.35956 10.987 -50.513 -3.007 -5.228 2.718 -500.061 -3928.03157 3.56 22.649 -0.633 3.384 -0.499 32.964 -1145.55258 10.624 -41.478 -2.746 -4.169 2.472 -442.045 -3835.22459 7.173 -107.966 -2.585 -8.42 5.01 -790.446 -3970.50360 0.109 -43.839 -0.472 -0.868 2.04 -315.437 -1280.8361 6.809 -98.931 -2.323 -7.361 4.763 -732.431 -3877.69562 -0.255 -34.804 -0.211 0.192 1.793 -257.422 -1188.023

5933 55 3.204 10.458 -1.407 2.113 -1.177 -54.893 -1257.12956 7.264 -56.952 -3.846 -5.333 1.325 -551.003 -4047.56457 2.795 18.863 -1.09 3.145 -1.365 0.795 -1168.166

Page 25: Plate Design for Seismic Load Case at Dowel

58 6.855 -48.547 -3.53 -4.301 1.137 -495.315 -3958.602

Page 26: Plate Design for Seismic Load Case at Dowel

59 3.401 -103.199 -3.419 -7.663 4.027 -771.679 -3964.05760 -0.659 -35.789 -0.979 -0.217 1.525 -275.569 -1173.62161 2.993 -94.795 -3.103 -6.631 3.839 -715.991 -3875.09462 -1.067 -27.384 -0.663 0.815 1.337 -219.881 -1084.658

5934 55 2.307 3.664 -1.773 1.762 -2.296 -101.554 -1267.42756 3.014 -68.556 -4.248 -5.488 -0.266 -622.822 -4118.40957 1.86 11.487 -1.404 2.784 -2.397 -47.792 -1183.63758 2.568 -60.734 -3.878 -4.466 -0.367 -569.059 -4034.61959 -0.747 -102.595 -3.77 -6.967 2.818 -773.894 -3935.28760 -1.454 -30.374 -1.296 0.283 0.788 -252.626 -1084.30561 -1.194 -94.772 -3.4 -5.945 2.716 -720.131 -3851.49762 -1.901 -22.551 -0.926 1.305 0.686 -198.863 -1000.515

5935 55 1.536 -6.733 -1.977 1.236 -3.503 -163.234 -1274.74756 -0.843 -84.096 -4.214 -5.708 -1.807 -708.353 -4148.32357 1.05 0.584 -1.556 2.268 -3.491 -111.06 -1197.92458 -1.329 -76.779 -3.793 -4.676 -1.796 -656.178 -4071.559 -4.292 -104.82 -3.673 -6.343 1.623 -787.904 -3888.85560 -1.914 -27.458 -1.436 0.601 -0.073 -242.786 -1015.27961 -4.779 -97.503 -3.252 -5.311 1.634 -735.729 -3812.03262 -2.4 -20.141 -1.015 1.633 -0.061 -190.611 -938.456

5936 55 1.083 -20.257 -2.022 0.5 -4.687 -236.201 -1288.52256 -3.661 -101.453 -3.831 -6.011 -3.091 -796.642 -4154.14157 0.56 -13.324 -1.553 1.566 -4.537 -185.255 -1220.90758 -4.183 -94.52 -3.362 -4.944 -2.941 -745.697 -4086.52659 -6.665 -107.881 -3.246 -5.806 0.632 -802.092 -3837.08560 -1.922 -26.685 -1.436 0.705 -0.964 -241.65 -971.46761 -7.187 -100.948 -2.776 -4.74 0.782 -751.146 -3769.4762 -2.444 -19.752 -0.967 1.771 -0.814 -190.705 -903.851

5937 55 0.984 -36.1 -1.925 -0.471 -5.745 -315.709 -1319.93256 -5.224 -118.156 -3.227 -6.408 -3.982 -875.511 -4156.87757 0.444 -29.357 -1.412 0.656 -5.434 -265.511 -1264.24658 -5.763 -111.413 -2.714 -5.281 -3.672 -825.313 -4101.19259 -7.768 -109.659 -2.634 -5.362 -0.045 -805.137 -3794.44960 -1.561 -27.603 -1.332 0.575 -1.807 -245.335 -957.50461 -8.308 -102.916 -2.121 -4.235 0.266 -754.939 -3738.76462 -2.1 -20.86 -0.82 1.702 -1.496 -195.137 -901.818

5938 55 1.154 -53.253 -1.701 -1.689 -6.582 -396.823 -1379.64256 -5.735 -131.839 -2.521 -6.902 -4.426 -934.726 -4176.06957 0.636 -46.419 -1.154 -0.473 -6.094 -346.631 -1339.15458 -6.253 -125.005 -1.974 -5.686 -3.938 -884.534 -4135.5859 -7.933 -108.339 -1.971 -5.002 -0.38 -788.832 -3772.24760 -1.044 -29.753 -1.151 0.21 -2.536 -250.929 -975.8261 -8.45 -101.505 -1.424 -3.787 0.108 -738.64 -3731.75962 -1.562 -22.919 -0.604 1.426 -2.048 -200.737 -935.332

5939 55 1.492 -70.644 -1.362 -3.142 -7.121 -475.335 -1475.89456 -5.536 -140.758 -1.805 -7.476 -4.439 -967.838 -4225.74357 1.046 -63.344 -0.794 -1.809 -6.446 -424.109 -1454.38858 -5.983 -133.458 -1.237 -6.144 -3.765 -916.611 -4204.23759 -7.601 -102.831 -1.35 -4.698 -0.417 -749.483 -3775.41860 -0.572 -32.717 -0.907 -0.364 -3.099 -256.981 -1025.56861 -8.047 -95.532 -0.781 -3.366 0.257 -698.257 -3753.91262 -1.019 -25.418 -0.339 0.968 -2.424 -205.755 -1004.063

5940 55 1.938 -87.24 -0.919 -4.795 -7.297 -548.084 -1613.51956 -4.987 -144.017 -1.125 -8.101 -4.086 -973.521 -4312.17157 1.616 -79.027 -0.349 -3.321 -6.44 -494.478 -1615.1858 -5.308 -135.803 -0.555 -6.627 -3.229 -919.915 -4313.83259 -7.217 -92.927 -0.811 -4.408 -0.242 -688.485 -3801.60760 -0.293 -36.151 -0.605 -1.102 -3.453 -263.047 -1102.95461 -7.538 -84.714 -0.241 -2.933 0.615 -634.879 -3803.268

Page 27: Plate Design for Seismic Load Case at Dowel

62 -0.614 -27.938 -0.035 0.372 -2.596 -209.441 -1104.615

Page 28: Plate Design for Seismic Load Case at Dowel

5941 55 2.564 -102.176 -0.393 -6.599 -7.071 -613.145 -1793.81956 -4.193 -141.78 -0.501 -8.744 -3.456 -954.847 -4434.47557 2.411 -92.56 0.155 -4.962 -6.049 -555.64 -1822.92858 -4.345 -132.164 0.047 -7.107 -2.434 -897.342 -4463.58359 -6.946 -79.382 -0.353 -4.092 0.047 -611.253 -3842.69360 -0.189 -39.779 -0.245 -1.948 -3.568 -269.551 -1202.03861 -7.098 -69.767 0.194 -2.455 1.069 -553.748 -3871.80262 -0.342 -30.163 0.302 -0.31 -2.546 -212.046 -1231.146

5942 55 3.495 -114.895 0.18 -8.492 -6.425 -669.439 -2015.11856 -3.157 -135.263 0.064 -9.38 -2.631 -918.04 -4586.43457 3.535 -103.402 0.679 -6.676 -5.274 -606.529 -2075.61158 -3.118 -123.771 0.562 -7.563 -1.48 -855.13 -4646.92759 -6.784 -63.797 0.047 -3.728 0.374 -525.524 -3887.46960 -0.132 -43.429 0.164 -2.841 -3.419 -276.923 -1316.15361 -6.744 -52.305 0.545 -1.912 1.526 -462.613 -3947.96362 -0.092 -31.937 0.662 -1.025 -2.268 -214.013 -1376.646

5943 55 4.958 -125.054 0.741 -10.412 -5.369 -716.49 -2273.29956 -1.667 -126.133 0.553 -9.99 -1.672 -870.886 -4758.01457 5.18 -111.299 1.164 -8.407 -4.14 -646.878 -2368.32158 -1.445 -112.379 0.977 -7.986 -0.443 -801.273 -4853.03559 -6.519 -47.958 0.41 -3.307 0.703 -439.324 -3924.26160 0.106 -46.878 0.598 -3.729 -2.994 -284.928 -1439.54761 -6.297 -34.203 0.834 -1.302 1.932 -369.712 -4019.28362 0.328 -33.124 1.021 -1.724 -1.765 -215.316 -1534.568

5944 55 7.003 -132.639 1.205 -12.292 -3.944 -753.781 -2562.22356 0.338 -116.292 0.924 -10.557 -0.613 -819.991 -4937.62657 7.366 -116.378 1.531 -10.098 -2.703 -676.609 -2693.62858 0.702 -100.031 1.25 -8.362 0.628 -742.82 -5069.03259 -5.963 -33.548 0.728 -2.825 1.035 -358.813 -3943.08360 0.701 -49.895 1.009 -4.561 -2.295 -292.603 -1567.6861 -5.6 -17.287 1.055 -0.631 2.277 -281.642 -4074.48962 1.065 -33.634 1.335 -2.366 -1.054 -215.432 -1699.085

5945 55 9.512 -137.741 1.476 -14.061 -2.223 -780.998 -2873.09956 2.736 -107.138 1.107 -11.044 0.516 -770.682 -5111.89457 9.944 -118.919 1.691 -11.683 -1.044 -695.948 -3041.05958 3.169 -88.316 1.322 -8.666 1.696 -685.632 -5279.85459 -5.085 -21.53 0.962 -2.274 1.388 -287.676 -3935.82260 1.69 -52.132 1.331 -5.29 -1.352 -297.992 -1697.02761 -4.653 -2.708 1.177 0.104 2.568 -202.627 -4103.78162 2.123 -33.31 1.546 -2.912 -0.172 -212.943 -1864.987

5946 55 12.071 -140.633 1.471 -15.636 -0.316 -798.163 -3193.57556 5.113 -99.587 1.029 -11.396 1.671 -726.066 -5265.36457 12.478 -119.389 1.569 -13.086 0.726 -705.526 -3396.24358 5.52 -78.343 1.127 -8.847 2.713 -633.429 -5468.03259 -4.04 -12.201 1.057 -1.631 1.764 -227.182 -3895.35260 2.918 -53.247 1.499 -5.87 -0.223 -299.28 -1823.56361 -3.634 9.043 1.155 0.919 2.806 -134.545 -4098.0262 3.325 -32.003 1.597 -3.32 0.819 -206.643 -2026.23

5947 55 14.073 -141.768 1.146 -16.924 1.641 -806.836 -3506.36156 6.848 -94.03 0.655 -11.537 2.776 -688.856 -5379.42357 14.345 -118.419 1.133 -14.221 2.474 -707.45 -3739.66858 7.119 -70.681 0.642 -8.834 3.608 -589.47 -5612.7359 -3.171 -5.294 0.979 -0.866 2.134 -177.313 -3814.37660 4.055 -53.032 1.471 -6.253 1 -295.293 -1941.31461 -2.899 18.056 0.966 1.838 2.967 -77.926 -4047.68462 4.327 -29.682 1.458 -3.55 1.832 -195.906 -2174.622

5948 55 14.678 -141.802 0.531 -17.826 3.5 -810.424 -3789.08956 7.131 -90.527 0.02 -11.382 3.73 -661.323 -5433.0157 14.708 -116.784 0.424 -14.991 4.062 -705.572 -4046.728

Page 29: Plate Design for Seismic Load Case at Dowel

58 7.162 -65.509 -0.088 -8.547 4.292 -556.471 -5690.649

Page 30: Plate Design for Seismic Load Case at Dowel

59 -2.917 -0.224 0.737 0.05 2.44 -137.418 -3685.57760 4.63 -51.498 1.248 -6.394 2.211 -286.519 -2041.65661 -2.886 24.794 0.629 2.885 3.002 -32.566 -3943.21662 4.66 -26.48 1.141 -3.558 2.773 -181.667 -2299.295

5949 55 13.299 -141.518 -0.268 -18.237 5.129 -814.629 -4016.04656 5.517 -88.863 -0.762 -10.852 4.434 -646.208 -5405.357 13.008 -115.326 -0.444 -15.296 5.373 -705.812 -4289.7458 5.227 -62.671 -0.938 -7.91 4.679 -537.391 -5678.99459 -3.507 3.745 0.389 1.136 2.612 -106.573 -3503.37660 4.275 -48.909 0.883 -6.249 3.306 -274.993 -2114.12261 -3.797 29.937 0.213 4.078 2.857 2.244 -3777.0762 3.984 -22.717 0.707 -3.308 3.551 -166.176 -2387.815

5950 55 9.707 -141.669 -1.095 -18.069 6.442 -825.852 -4163.03956 2.023 -88.697 -1.534 -9.895 4.822 -644.908 -5281.36357 9.071 -114.791 -1.307 -15.05 6.339 -714.522 -4443.0958 1.387 -61.818 -1.746 -6.876 4.72 -533.578 -5561.41559 -4.838 7.281 0.02 2.386 2.589 -83.23 -3266.58560 2.846 -45.691 0.459 -5.788 4.209 -264.174 -2148.26161 -5.474 34.16 -0.192 5.405 2.487 28.099 -3546.63762 2.21 -18.813 0.247 -2.769 4.107 -152.845 -2428.313

5951 55 4.454 -142.862 -1.789 -17.265 7.412 -849.934 -4213.30856 -2.624 -89.587 -2.143 -8.51 4.876 -657.334 -5057.11757 3.498 -115.729 -2.003 -14.203 6.952 -737.181 -4489.35758 -3.579 -62.454 -2.357 -5.448 4.416 -544.581 -5333.16659 -6.49 10.902 -0.291 3.761 2.341 -64.906 -2980.60860 0.587 -42.373 0.064 -4.994 4.876 -257.506 -2136.79961 -7.446 38.035 -0.505 6.823 1.881 47.847 -3256.65762 -0.369 -15.24 -0.15 -1.932 4.416 -144.753 -2412.849

5952 55 -1.409 -145.257 -2.245 -15.828 8.065 -889.866 -4163.98656 -7.341 -90.957 -2.496 -6.759 4.629 -680.398 -4743.20957 -2.608 -118.234 -2.43 -12.762 7.253 -776.186 -4425.74358 -8.539 -63.934 -2.681 -3.692 3.816 -566.718 -5004.96659 -7.911 14.939 -0.495 5.186 1.866 -48.097 -2657.95760 -1.98 -39.361 -0.244 -3.883 5.303 -257.566 -2078.73461 -9.11 41.962 -0.679 8.252 1.054 65.583 -2919.71462 -3.178 -12.337 -0.428 -0.817 4.49 -143.885 -2340.491

5953 55 -6.632 -148.483 -2.443 -13.837 8.45 -944.349 -4030.50856 -11.099 -92.106 -2.573 -4.772 4.14 -708.235 -4365.63357 -7.986 -121.869 -2.57 -10.809 7.307 -829.587 -4268.18758 -12.453 -65.492 -2.7 -1.743 2.997 -593.473 -4603.31259 -8.72 19.535 -0.579 6.559 1.192 -28.781 -2316.57960 -4.253 -36.842 -0.449 -2.507 5.502 -264.895 -1981.45361 -10.075 46.15 -0.706 9.587 0.049 85.98 -2554.25862 -5.607 -10.227 -0.576 0.521 4.359 -150.133 -2219.132

5954 55 -9.993 -151.52 -2.439 -11.454 8.603 -1007.68 -3846.81356 -13.096 -92.128 -2.413 -2.727 3.48 -733.285 -3961.92957 -11.445 -125.568 -2.488 -8.506 7.168 -891.2 -4051.11558 -14.548 -66.176 -2.461 0.221 2.045 -616.805 -4166.23159 -8.776 24.724 -0.55 7.772 0.363 -3.315 -1976.47260 -5.673 -34.667 -0.576 -0.954 5.486 -277.71 -1861.35661 -10.228 50.676 -0.598 10.72 -1.072 113.166 -2180.77462 -7.125 -8.715 -0.624 1.993 4.051 -161.229 -2065.659

5955 55 -10.639 -153.136 -2.349 -8.917 8.526 -1070.763 -3661.28556 -12.93 -90.254 -2.097 -0.833 2.709 -747.677 -3575.22657 -12.191 -128.082 -2.299 -6.088 6.851 -951.755 -3823.05358 -14.482 -65.2 -2.046 1.997 1.034 -628.669 -3736.99459 -8.19 30.354 -0.42 8.733 -0.558 30.357 -1655.46860 -5.899 -32.528 -0.673 0.649 5.259 -292.73 -1741.52861 -9.742 55.407 -0.369 11.563 -2.233 149.365 -1817.236

Page 31: Plate Design for Seismic Load Case at Dowel

62 -7.451 -7.474 -0.622 3.478 3.584 -173.722 -1903.295

Page 32: Plate Design for Seismic Load Case at Dowel

5956 55 -8.32 -152.139 -2.302 -6.522 8.185 -1123.396 -3528.72956 -10.69 -85.976 -1.715 0.706 1.874 -745.354 -3246.66357 -10.032 -128.226 -2.133 -3.836 6.336 -1001.313 -3638.45358 -12.402 -62.064 -1.545 3.392 0.025 -623.271 -3356.38759 -7.245 36.102 -0.2 9.381 -1.499 72.137 -1365.92860 -4.876 -30.061 -0.788 2.153 4.812 -305.905 -1647.99461 -8.957 60.014 -0.03 12.067 -3.348 194.22 -1475.65262 -6.588 -6.149 -0.618 4.84 2.964 -183.822 -1757.717

5957 55 -3.353 -147.89 -2.411 -4.572 7.524 -1156.662 -3500.30556 -6.793 -79.272 -1.356 1.725 1.008 -723.143 -3008.49757 -5.331 -125.371 -2.101 -2.035 5.582 -1031.526 -3547.91658 -8.77 -56.754 -1.046 4.263 -0.934 -598.008 -3056.10859 -6.267 41.538 0.102 9.704 -2.38 119.55 -1113.17460 -2.827 -27.079 -0.953 3.406 4.136 -313.968 -1604.98261 -8.244 64.057 0.412 12.241 -4.322 244.686 -1160.78662 -4.805 -4.561 -0.643 5.944 2.194 -188.833 -1652.594

5958 55 3.417 -140.36 -2.751 -3.331 6.486 -1165.123 -3613.6356 -1.951 -70.57 -1.094 2.128 0.133 -681.53 -2879.05757 1.062 -119.48 -2.277 -0.924 4.544 -1037.752 -3588.76758 -4.307 -49.69 -0.619 4.535 -1.81 -554.158 -2854.19459 -5.532 46.203 0.48 9.737 -3.124 168.436 -896.14960 -0.164 -23.588 -1.178 4.278 3.23 -315.158 -1630.72261 -7.888 67.083 0.954 12.144 -5.067 295.807 -871.28662 -2.52 -2.708 -0.704 6.685 1.287 -187.786 -1605.859

5959 55 10.807 -130.36 -3.353 -2.974 5.03 -1148.38 -3884.88956 3.019 -60.777 -0.978 1.898 -0.747 -624.48 -2860.20457 7.997 -111.311 -2.689 -0.656 3.187 -1020.293 -3777.92458 0.21 -41.728 -0.315 4.216 -2.589 -496.393 -2753.23959 -5.169 49.694 0.923 9.554 -3.668 213.645 -709.33760 2.618 -19.889 -1.452 4.682 2.108 -310.255 -1734.02261 -7.979 68.743 1.586 11.872 -5.51 341.733 -602.37262 -0.191 -0.84 -0.789 7 0.266 -182.167 -1627.057

5960 55 17.306 -119.457 -4.176 -3.566 3.142 -1111.607 -4304.32856 7.204 -51.243 -1.016 1.094 -1.628 -558.965 -2937.33957 14.067 -102.323 -3.302 -1.276 1.506 -984.807 -4108.10758 3.965 -34.109 -0.142 3.385 -3.264 -432.166 -2741.11859 -5.126 51.656 1.419 9.242 -3.968 250.076 -545.81760 4.976 -16.558 -1.741 4.581 0.802 -302.566 -1912.80761 -8.364 68.79 2.293 11.532 -5.604 376.876 -349.59762 1.737 0.576 -0.867 6.871 -0.834 -175.766 -1716.586

5961 55 21.675 -109.703 -5.108 -5.056 0.86 -1065.125 -4836.92956 9.892 -43.366 -1.162 -0.163 -2.501 -493.832 -3082.20957 18.159 -94.382 -4.011 -2.724 -0.465 -941.738 -4548.84158 6.376 -28.045 -0.065 2.168 -3.826 -370.444 -2794.12259 -5.228 51.959 1.953 8.882 -4.002 273.793 -400.75160 6.556 -14.378 -1.992 3.989 -0.64 -297.5 -2155.4761 -8.744 67.279 3.051 11.213 -5.326 397.181 -112.66362 3.039 0.943 -0.895 6.321 -1.965 -174.113 -1867.383

5962 55 22.985 -103.323 -5.969 -7.298 -1.709 -1022.493 -5428.07756 10.679 -38.482 -1.329 -1.721 -3.326 -437.957 -3258.34557 19.516 -89.511 -4.653 -4.859 -2.63 -904.065 -5052.48258 7.21 -24.67 -0.013 0.718 -4.246 -319.529 -2882.7559 -5.076 50.586 2.5 8.529 -3.762 282.777 -273.97760 7.23 -14.256 -2.14 2.952 -2.146 -301.759 -2443.70961 -8.545 64.397 3.816 10.968 -4.683 401.205 101.61862 3.761 -0.444 -0.824 5.391 -3.066 -183.331 -2068.114

5963 55 21.157 -102.133 -6.559 -10.083 -4.387 -997.028 -6014.22856 9.62 -37.327 -1.414 -3.406 -4.028 -398.157 -3427.98757 18.191 -89.316 -5.055 -7.486 -4.832 -884.104 -5564.182

Page 33: Plate Design for Seismic Load Case at Dowel

58 6.655 -24.51 0.09 -0.809 -4.473 -285.233 -2977.941

Page 34: Plate Design for Seismic Load Case at Dowel

59 -4.301 47.783 3.014 8.207 -3.262 277.716 -171.20760 7.236 -17.023 -2.131 1.53 -3.622 -321.155 -2757.44761 -7.267 60.6 4.518 10.804 -3.707 390.64 278.83962 4.27 -4.206 -0.627 4.127 -4.066 -208.231 -2307.401

5964 55 16.942 -107.246 -6.733 -13.172 -6.938 -998.495 -6534.87956 7.237 -39.993 -1.351 -5.052 -4.515 -377.633 -3558.31757 14.978 -94.771 -5.102 -10.394 -6.865 -890.086 -6032.78758 5.273 -27.518 0.28 -2.273 -4.441 -269.225 -3056.22559 -2.612 43.945 3.431 7.91 -2.534 261.607 -102.67960 7.093 -23.308 -1.951 -0.211 -4.958 -359.255 -3079.2461 -4.576 56.42 5.061 10.688 -2.461 370.015 399.41362 5.129 -10.833 -0.321 2.567 -4.884 -250.846 -2577.148

5965 55 11.664 -118.824 -6.449 -16.339 -9.106 -1029.963 -6942.6456 4.243 -45.853 -1.128 -6.512 -4.696 -375.296 -3625.59457 11.104 -105.98 -4.782 -13.386 -8.512 -923.845 -6418.94658 3.683 -33.009 0.54 -3.559 -4.101 -269.179 -3101.959 -0.037 39.583 3.676 7.614 -1.635 238.743 -79.75660 7.383 -33.388 -1.645 -2.213 -6.045 -415.924 -3396.80261 -0.598 52.427 5.344 10.567 -1.04 344.86 443.93862 6.823 -20.544 0.022 0.74 -5.45 -309.806 -2873.108

5966 55 6.46 -136.119 -5.786 -19.383 -10.671 -1087.438 -7208.51656 1.221 -53.778 -0.788 -7.669 -4.517 -386.536 -3616.53257 7.507 -122.232 -4.188 -16.287 -9.593 -980.617 -6698.48158 2.267 -39.89 0.81 -4.574 -3.439 -279.715 -3106.49859 3.123 35.212 3.692 7.295 -0.642 213.213 -110.70460 8.362 -47.129 -1.306 -4.419 -6.796 -487.689 -3702.68761 4.169 49.099 5.29 10.39 0.436 320.034 399.3362 9.408 -33.242 0.292 -1.324 -5.718 -380.868 -3192.653

5967 55 2.043 -157.413 -4.899 -22.132 -11.488 -1161.455 -7321.72756 -1.491 -62.248 -0.404 -8.439 -3.976 -404.566 -3527.7557 4.642 -141.92 -3.474 -18.946 -10.002 -1051.127 -6860.77458 1.108 -46.755 1.021 -5.253 -2.489 -294.237 -3066.79759 6.344 31.285 3.453 6.935 0.35 187.958 -197.45960 9.878 -63.88 -1.041 -6.758 -7.163 -568.932 -3991.43661 8.943 46.778 4.878 10.121 1.836 298.286 263.49462 12.477 -48.387 0.384 -3.573 -5.677 -458.604 -3530.483

5968 55 -1.46 -180.473 -3.965 -24.447 -11.511 -1240.032 -7285.38356 -3.763 -69.749 -0.046 -8.773 -3.121 -422.3 -3363.6857 2.389 -162.966 -2.797 -21.228 -9.72 -1124.13 -6904.57558 0.085 -52.242 1.122 -5.554 -1.331 -306.398 -2982.87159 9.087 28.112 2.985 6.533 1.241 164.179 -334.46460 11.39 -82.612 -0.934 -9.142 -7.149 -653.552 -4256.16861 12.935 45.619 4.152 9.751 3.031 280.081 46.34462 15.238 -65.105 0.233 -5.923 -5.358 -537.651 -3875.36

5969 55 -4.228 -202.741 -3.126 -26.214 -10.788 -1311.311 -7110.81156 -5.577 -74.961 0.24 -8.657 -2.046 -433.475 -3134.50257 0.399 -182.994 -2.266 -23.016 -8.819 -1189.154 -6833.22658 -0.949 -55.213 1.1 -5.459 -0.076 -311.318 -2856.91759 10.936 25.765 2.349 6.1 1.943 141.551 -509.94660 12.285 -102.016 -1.017 -11.457 -6.799 -736.285 -4486.25461 15.564 45.512 3.209 9.298 3.912 263.708 -232.36162 16.913 -82.268 -0.157 -8.259 -4.83 -614.128 -4208.669

5970 55 -6.642 -221.924 -2.465 -27.35 -9.449 -1365.906 -6813.17156 -6.955 -77.031 0.433 -8.114 -0.862 -433.725 -2854.03957 -1.754 -199.901 -1.924 -24.213 -7.432 -1238.125 -6652.06158 -2.067 -55.008 0.975 -4.977 1.155 -305.944 -2692.92859 11.729 24.045 1.633 5.654 2.392 118.815 -708.58360 12.042 -120.847 -1.265 -13.582 -6.196 -813.366 -4667.71561 16.617 46.069 2.174 8.792 4.409 246.595 -547.472

Page 35: Plate Design for Seismic Load Case at Dowel

62 16.93 -98.824 -0.724 -10.444 -4.179 -685.586 -4506.604

Page 36: Plate Design for Seismic Load Case at Dowel

5971 55 -9.111 -236.266 -1.997 -27.802 -7.667 -1397.611 -6409.26356 -7.963 -75.635 0.539 -7.195 0.32 -420.716 -2538.15757 -4.428 -212.126 -1.751 -24.752 -5.73 -1265.891 -6367.98458 -3.28 -51.495 0.785 -4.145 2.257 -288.996 -2496.87859 11.474 22.511 0.926 5.216 2.558 94.404 -914.42760 10.326 -138.121 -1.61 -15.391 -5.429 -882.491 -4785.53361 16.158 46.651 1.172 8.267 4.496 226.125 -873.14862 15.01 -113.981 -1.364 -12.34 -3.491 -750.77 -4744.254

5972 55 -11.873 -244.562 -1.681 -27.55 -5.63 -1403.72 -5917.03756 -8.658 -70.866 0.58 -5.973 1.403 -394.041 -2203.66957 -7.732 -218.647 -1.681 -24.597 -3.882 -1270.362 -5990.09858 -4.517 -44.951 0.58 -3.02 3.151 -260.683 -2276.73159 10.325 20.579 0.309 4.802 2.453 66.836 -1113.24260 7.111 -153.117 -1.952 -16.775 -4.579 -942.844 -4826.60861 14.466 46.494 0.309 7.754 4.201 200.194 -1186.30362 11.251 -127.202 -1.952 -13.823 -2.831 -809.486 -4899.67

5973 55 -14.759 -246.292 -1.449 -26.61 -3.506 -1384.199 -5356.48856 -9.014 -63.175 0.586 -4.529 2.321 -355.097 -1866.95857 -11.381 -219.1 -1.632 -23.757 -2.034 -1251.583 -5531.4558 -5.636 -35.982 0.403 -1.676 3.793 -222.482 -2041.92159 8.465 17.639 -0.155 4.425 2.123 34.58 -1293.65260 2.72 -165.479 -2.19 -17.656 -3.704 -994.521 -4783.18161 11.843 44.831 -0.339 7.278 3.595 167.196 -1468.61562 6.098 -138.287 -2.374 -14.803 -2.232 -861.906 -4958.144

5974 55 -17.478 -241.585 -1.233 -25.048 -1.434 -1340.912 -4750.8556 -9.02 -53.253 0.585 -2.956 3.037 -306.304 -1543.33157 -14.962 -213.697 -1.533 -22.289 -0.296 -1211.26 -5010.33258 -6.504 -25.365 0.285 -0.196 4.175 -176.651 -1802.81359 6.115 13.224 -0.419 4.097 1.646 -3.958 -1447.80860 -2.343 -175.108 -2.237 -17.996 -2.826 -1038.566 -4655.32761 8.632 41.112 -0.719 6.856 2.784 125.695 -1707.2962 0.174 -147.22 -2.536 -15.237 -1.687 -908.914 -4914.809

5975 55 -19.485 -231.091 -0.993 -22.971 0.487 -1276.667 -4127.06356 -8.627 -41.904 0.592 -1.339 3.539 -250.88 -1246.24357 -17.846 -203.111 -1.343 -20.296 1.264 -1151.832 -4450.65258 -6.989 -13.924 0.242 1.335 4.316 -126.045 -1569.83159 3.539 7.063 -0.455 3.822 1.114 -50.607 -1571.94160 -7.319 -182.123 -2.039 -17.809 -1.939 -1076.394 -4452.76261 5.177 35.043 -0.804 6.497 1.891 74.228 -1895.52962 -5.68 -154.144 -2.389 -15.135 -1.162 -951.559 -4776.351

5976 55 -20.356 -215.834 -0.721 -20.522 2.194 -1194.76 -3514.61456 -7.832 -29.94 0.614 0.238 3.837 -192.221 -986.81657 -19.537 -188.318 -1.062 -17.922 2.609 -1076.176 -3880.65958 -7.013 -2.424 0.273 2.839 4.253 -73.637 -1352.86159 1.099 -0.849 -0.254 3.598 0.626 -107.177 -1667.31860 -11.425 -186.743 -1.589 -17.163 -1.018 -1109.717 -4195.11561 1.918 26.667 -0.595 6.198 1.041 11.407 -2033.36362 -10.606 -159.227 -1.93 -14.562 -0.603 -991.133 -4561.161

5977 55 -19.808 -197.028 -0.445 -17.868 3.652 -1098.659 -2943.3156 -6.657 -18.092 0.646 1.708 3.954 -133.811 -773.42757 -19.687 -170.443 -0.728 -15.332 3.73 -987.253 -3330.57258 -6.537 8.493 0.363 4.244 4.031 -22.405 -1160.68959 -0.715 -10.296 0.163 3.404 0.268 -175.165 -1741.35960 -13.866 -189.232 -0.928 -16.172 -0.033 -1140.013 -3911.24261 -0.595 16.289 -0.12 5.94 0.345 -63.758 -2128.62162 -13.746 -162.647 -1.211 -13.636 0.044 -1028.606 -4298.504

5978 55 -17.87 -175.958 -0.209 -15.177 4.848 -992.073 -2440.1956 -5.156 -6.968 0.679 3.012 3.917 -78.945 -611.52457 -18.275 -150.659 -0.399 -12.698 4.627 -888.195 -2829.287

Page 37: Plate Design for Seismic Load Case at Dowel

58 -5.561 18.331 0.489 5.491 3.696 24.933 -1000.621

Page 38: Plate Design for Seismic Load Case at Dowel

59 -1.319 -20.897 0.74 3.193 0.106 -255.202 -1808.51160 -14.033 -189.887 -0.148 -14.995 1.038 -1168.331 -3637.17761 -1.724 4.401 0.55 5.672 -0.115 -151.324 -2197.60962 -14.437 -164.589 -0.338 -12.517 0.817 -1064.453 -4026.275

5979 55 -14.713 -153.834 -0.064 -12.598 5.778 -879.082 -2026.17956 -3.384 2.958 0.7 4.109 3.754 -30.659 -503.78957 -15.456 -130.066 -0.141 -10.174 5.31 -782.459 -2400.68458 -4.126 26.727 0.623 6.533 3.286 65.963 -878.29459 -0.091 -32.234 1.382 2.887 0.17 -346.607 -1890.21760 -11.42 -189.026 0.618 -13.82 2.194 -1195.029 -3412.60661 -0.833 -8.465 1.305 5.311 -0.298 -249.984 -2264.72262 -12.162 -165.258 0.541 -11.396 1.726 -1098.407 -3787.112

5980 55 -10.869 -131.703 -0.049 -10.252 6.444 -764.168 -1713.72256 -1.4 11.361 0.692 4.966 3.49 8.522 -450.70257 -11.768 -109.608 -0.007 -7.884 5.786 -673.946 -2060.69858 -2.299 33.457 0.734 7.334 2.831 98.743 -797.67859 3.409 -43.92 1.954 2.375 0.448 -447.052 -2013.36360 -6.06 -186.984 1.213 -12.843 3.402 -1219.742 -3276.38361 2.51 -21.824 1.995 4.743 -0.211 -356.831 -2360.33962 -6.959 -164.888 1.254 -10.475 2.743 -1129.521 -3623.359

6053 55 9.701 -55.655 1.938 2.679 7.484 -526.563 -1551.59256 2.724 13.174 -0.199 4.004 3.23 29.309 -498.88157 7.715 -43.489 1.599 2.918 6.688 -448.455 -1857.12458 0.739 25.341 -0.538 4.243 2.433 107.417 -804.41259 -6.962 -17.157 3.591 5.963 0.411 -384.354 -2331.3460 0.014 -85.987 5.728 4.638 4.666 -940.226 -3384.05261 -8.948 -4.99 3.252 6.202 -0.386 -306.246 -2636.87262 -1.972 -73.82 5.389 4.877 3.869 -862.118 -3689.584

6054 55 11.009 -44.529 1.049 2.564 7.416 -441.209 -1439.13756 3.1 16.27 -0.486 3.875 2.665 44.444 -553.31857 9.249 -33.602 0.904 2.883 6.545 -368.549 -1703.69558 1.34 27.197 -0.631 4.195 1.793 117.104 -817.87659 -0.548 -21.657 3.725 5.759 0.57 -463.638 -2639.11260 7.361 -82.456 5.259 4.447 5.322 -949.292 -3524.93161 -2.308 -10.73 3.58 6.079 -0.301 -390.978 -2903.6762 5.6 -71.529 5.115 4.767 4.451 -876.632 -3789.489

6055 55 11.624 -34.274 0.112 2.263 7.129 -359.789 -1405.74556 3.543 18.417 -0.815 3.653 2.026 52.416 -653.15257 10.113 -24.533 0.138 2.66 6.234 -291.371 -1623.93258 2.031 28.158 -0.789 4.05 1.131 120.834 -871.33959 6.927 -26.073 3.207 5.103 0.638 -529.985 -3039.10560 15.009 -78.764 4.135 3.713 5.742 -942.19 -3791.69861 5.415 -16.332 3.234 5.5 -0.257 -461.567 -3257.29362 13.497 -69.023 4.161 4.11 4.847 -873.772 -4009.886

6056 55 11.446 -24.992 -0.812 1.835 6.644 -284.93 -1435.07756 3.951 19.575 -1.192 3.345 1.312 53.899 -794.08157 10.169 -16.323 -0.639 2.303 5.772 -219.749 -1603.34758 2.674 28.244 -1.018 3.814 0.44 119.081 -962.35159 14.32 -30.612 1.99 3.978 0.536 -579.219 -3529.48460 21.815 -75.179 2.37 2.468 5.868 -918.049 -4170.4861 13.043 -21.943 2.164 4.446 -0.337 -514.038 -3697.75462 20.538 -66.509 2.544 2.936 4.995 -852.867 -4338.75

6057 55 10.502 -16.791 -1.658 1.344 5.981 -218.599 -1507.92856 4.167 19.674 -1.606 2.966 0.527 49.742 -970.27957 9.429 -9.026 -1.359 1.878 5.169 -155.94 -1624.35258 3.095 27.439 -1.307 3.5 -0.285 112.401 -1086.70359 20.346 -35.545 0.143 2.44 0.205 -610.11 -4093.53160 26.681 -72.01 0.09 0.818 5.659 -878.451 -4631.1861 19.274 -27.78 0.442 2.974 -0.607 -547.451 -4209.956

Page 39: Plate Design for Seismic Load Case at Dowel

62 25.609 -64.245 0.389 1.352 4.847 -815.792 -4747.604

Page 40: Plate Design for Seismic Load Case at Dowel

6058 55 8.872 -9.747 -2.368 0.855 5.162 -162.054 -1603.83356 4.004 18.662 -2.026 2.536 -0.325 40.654 -1173.97557 7.994 -2.693 -1.963 1.448 4.44 -101.47 -1668.08258 3.125 25.716 -1.621 3.129 -1.047 101.238 -1238.22459 23.709 -41.034 -2.136 0.617 -0.381 -624.915 -4699.6960 28.577 -69.442 -2.479 -1.064 5.106 -827.624 -5129.54861 22.831 -33.979 -1.731 1.21 -1.102 -564.331 -4763.9462 27.699 -62.388 -2.074 -0.471 4.385 -767.04 -5193.797

6059 55 6.728 -4.005 -2.895 0.424 4.216 -115.977 -1702.62756 3.275 16.458 -2.4 2.083 -1.228 26.973 -1395.23157 6.055 2.55 -2.404 1.07 3.604 -57.177 -1716.10458 2.603 23.013 -1.909 2.728 -1.839 85.773 -1408.70759 23.526 -47.212 -4.539 -1.306 -1.207 -629.164 -5304.38860 26.979 -67.674 -5.034 -2.964 4.236 -772.114 -5611.78461 22.854 -40.657 -4.048 -0.66 -1.819 -570.364 -5317.86462 26.307 -61.119 -4.543 -2.318 3.624 -713.314 -5625.261

6060 55 4.244 0.319 -3.21 0.102 3.184 -80.674 -1786.09956 1.856 13.018 -2.66 1.643 -2.151 8.487 -1622.25257 3.82 6.575 -2.657 0.79 2.694 -23.385 -1752.10258 1.433 19.273 -2.107 2.331 -2.642 65.775 -1588.25559 19.392 -54.007 -6.688 -3.11 -2.221 -630.686 -5857.46260 21.78 -66.705 -7.238 -4.651 3.114 -719.846 -6021.30961 18.969 -47.751 -6.135 -2.422 -2.712 -573.397 -5823.46562 21.357 -60.45 -6.685 -3.963 2.624 -662.558 -5987.312

6061 55 1.598 3.125 -3.3 -0.076 2.124 -56.144 -1839.75356 -0.28 8.325 -2.729 1.258 -3.051 -15.541 -1842.26457 1.484 9.257 -2.714 0.641 1.755 0.01 -1763.52158 -0.394 14.456 -2.144 1.975 -3.42 40.614 -1766.03259 11.647 -61.22 -8.197 -4.583 -3.335 -637.992 -6309.34160 13.525 -66.419 -8.768 -5.916 1.84 -678.596 -6306.8361 11.533 -55.088 -7.612 -3.866 -3.704 -581.838 -6233.10962 13.411 -60.288 -8.183 -5.2 1.472 -622.441 -6230.598

6062 55 -1.038 4.428 -3.161 -0.094 1.104 -41.979 -1854.58856 -3.014 2.44 -2.537 0.964 -3.864 -46.155 -2043.25257 -0.789 10.573 -2.578 0.634 0.85 13.583 -1743.1358 -2.764 8.585 -1.954 1.693 -4.119 9.407 -1931.79459 1.363 -68.553 -8.753 -5.549 -4.437 -658.319 -6618.84660 3.339 -66.565 -9.377 -6.608 0.531 -654.143 -6430.18261 1.613 -62.408 -8.17 -4.821 -4.692 -602.757 -6507.38862 3.588 -60.42 -8.794 -5.879 0.276 -598.582 -6318.724

6063 55 -3.484 4.402 -2.796 0.04 0.198 -37.068 -1828.256 -6.066 -4.451 -2.03 0.79 -4.512 -84.097 -2216.13257 -2.849 10.652 -2.256 0.759 0.042 18.583 -1689.83658 -5.432 1.799 -1.49 1.509 -4.669 -28.446 -2077.76959 -9.78 -75.708 -8.184 -5.903 -5.402 -695.679 -6760.3260 -7.198 -66.855 -8.95 -6.652 -0.691 -648.649 -6372.38861 -9.146 -69.458 -7.644 -5.184 -5.558 -640.027 -6621.95662 -6.564 -60.605 -8.41 -5.934 -0.848 -592.998 -6234.024

6064 55 -5.525 3.377 -2.217 0.3 -0.531 -39.509 -1764.90556 -9.011 -12.019 -1.189 0.74 -4.911 -129.151 -2357.03457 -4.534 9.776 -1.759 0.988 -0.611 16.941 -1608.56158 -8.02 -5.619 -0.731 1.428 -4.991 -72.701 -2200.68959 -19.923 -82.441 -6.505 -5.63 -6.094 -749.493 -6728.65260 -16.437 -67.045 -7.533 -6.07 -1.714 -659.851 -6136.52461 -18.931 -76.042 -6.047 -4.942 -6.173 -693.043 -6572.30862 -15.445 -60.646 -7.075 -5.382 -1.793 -603.401 -5980.18

6065 55 -6.92 1.779 -1.457 0.639 -1.041 -46.738 -1674.3356 -11.317 -19.761 -0.042 0.795 -4.984 -179.578 -2468.43157 -5.659 8.331 -1.114 1.275 -1.07 11.078 -1508.668

Page 41: Plate Design for Seismic Load Case at Dowel

58 -10.057 -13.208 0.302 1.432 -5.013 -121.762 -2302.769

Page 42: Plate Design for Seismic Load Case at Dowel

59 -27.322 -88.48 -3.917 -4.808 -6.383 -814.255 -6540.53360 -22.925 -66.941 -5.333 -4.965 -2.44 -681.415 -5746.43261 -26.062 -81.927 -3.574 -4.172 -6.412 -756.439 -6374.87162 -21.664 -60.388 -4.989 -4.328 -2.469 -623.599 -5580.77

6066 55 -7.44 0.038 -0.578 1.003 -1.312 -55.935 -1569.31156 -12.438 -27.052 1.328 0.91 -4.673 -232.107 -2559.01557 -6.046 6.714 -0.369 1.573 -1.318 3.505 -1401.90858 -11.044 -20.376 1.537 1.48 -4.679 -172.667 -2391.61359 -30.772 -93.485 -0.772 -3.598 -6.164 -880.554 -6231.55560 -25.775 -66.395 -2.678 -3.505 -2.802 -704.382 -5241.85161 -29.378 -86.809 -0.563 -3.029 -6.17 -821.114 -6064.15362 -24.38 -59.718 -2.469 -2.935 -2.808 -644.942 -5074.448

6067 55 -6.938 -1.452 0.33 1.339 -1.346 -64.276 -1463.4256 -11.913 -33.193 2.775 1.022 -3.96 -282.221 -2641.91557 -5.573 5.292 0.4 1.832 -1.357 -3.364 -1300.1458 -10.548 -26.449 2.845 1.516 -3.971 -221.309 -2478.63559 -29.748 -96.953 2.494 -2.208 -5.381 -937.055 -5849.65160 -24.773 -65.212 0.05 -1.892 -2.767 -719.11 -4671.15661 -28.383 -90.209 2.564 -1.715 -5.392 -876.142 -5686.37162 -23.408 -58.468 0.12 -1.398 -2.777 -658.198 -4507.876

6068 55 -5.401 -2.375 1.157 1.598 -1.167 -69.199 -1368.96856 -9.509 -37.519 4.103 1.068 -2.871 -324.786 -2732.01657 -4.22 4.362 1.103 2.014 -1.206 -7.383 -1213.66258 -8.328 -30.782 4.048 1.483 -2.91 -262.97 -2576.71159 -24.516 -98.359 5.425 -0.854 -4.053 -972.903 -5446.5160 -20.408 -63.215 2.479 -0.324 -2.349 -717.316 -4083.46161 -23.335 -91.622 5.37 -0.439 -4.092 -911.087 -5291.20562 -19.227 -56.479 2.425 0.092 -2.388 -655.5 -3928.156

6069 55 -2.968 -2.463 1.788 1.749 -0.817 -68.602 -1295.40356 -5.279 -39.463 5.088 0.993 -1.484 -354.829 -2842.75657 -2.099 4.18 1.638 2.091 -0.903 -6.771 -1149.97558 -4.41 -32.821 4.938 1.335 -1.571 -292.998 -2697.32859 -15.929 -97.154 7.609 0.284 -2.278 -979.925 -5068.66660 -13.618 -60.153 4.31 1.04 -1.611 -693.698 -3521.31361 -15.06 -90.511 7.459 0.626 -2.364 -918.095 -4923.23862 -12.749 -53.51 4.16 1.382 -1.697 -631.868 -3375.885

6070 55 0.044 -1.558 2.124 1.777 -0.356 -61.202 -1248.24456 0.271 -38.727 5.518 0.775 0.069 -368.53 -2983.0257 0.532 4.9 1.919 2.055 -0.501 -0.398 -1113.01358 0.759 -32.27 5.312 1.053 -0.076 -307.726 -2847.78959 -5.551 -93.109 8.748 1.098 -0.232 -954.279 -4750.17560 -5.777 -55.94 5.355 2.099 -0.657 -646.951 -3015.39961 -5.062 -86.652 8.542 1.376 -0.377 -893.474 -4614.94462 -5.289 -49.483 5.149 2.377 -0.802 -586.147 -2880.168

6071 55 3.187 0.401 2.099 1.692 0.135 -46.907 -1228.40856 6.268 -35.321 5.237 0.432 1.615 -364.348 -3154.54157 3.284 6.587 1.882 1.918 -0.071 11.88 -1102.6658 6.366 -29.135 5.02 0.658 1.409 -305.561 -3028.79359 4.838 -86.249 8.704 1.564 1.857 -897.416 -4508.1760 1.756 -50.528 5.566 2.824 0.377 -579.976 -2582.03761 4.935 -80.064 8.488 1.79 1.651 -838.63 -4382.42262 1.854 -44.342 5.35 3.05 0.171 -521.189 -2456.289

6072 55 5.925 3.301 1.696 1.528 0.563 -27.129 -1232.13356 11.515 -29.69 4.199 0.027 2.95 -344.072 -3350.37357 5.678 9.143 1.51 1.715 0.304 28.879 -1114.71458 11.268 -23.848 4.014 0.214 2.691 -288.065 -3232.95459 13.376 -77.074 7.533 1.746 3.734 -816.196 -4341.89660 7.786 -44.083 5.03 3.248 1.347 -499.252 -2223.65661 13.129 -71.232 7.348 1.933 3.474 -760.188 -4224.478

Page 43: Plate Design for Seismic Load Case at Dowel

62 7.539 -38.241 4.844 3.435 1.087 -443.245 -2106.238

Page 44: Plate Design for Seismic Load Case at Dowel

6073 55 7.736 6.83 0.957 1.342 0.83 -4.901 -1251.60156 14.771 -22.754 2.501 -0.339 3.878 -313.384 -3554.9657 7.224 12.277 0.837 1.502 0.532 47.915 -1141.42958 14.259 -17.307 2.38 -0.179 3.581 -260.568 -3444.78859 18.612 -66.515 5.48 1.766 5.165 -721.932 -4235.31760 11.577 -36.931 3.936 3.447 2.116 -413.449 -1931.95861 18.1 -61.069 5.36 1.926 4.867 -669.116 -4125.14562 11.064 -31.484 3.816 3.606 1.819 -360.633 -1821.786

6074 55 8.213 10.447 -0.018 1.198 0.846 15.317 -1276.32956 15.031 -15.85 0.386 -0.544 4.24 -281.529 -3746.28257 7.525 15.472 -0.05 1.341 0.533 64.902 -1172.71258 14.344 -10.825 0.354 -0.401 3.927 -231.944 -3642.66559 19.702 -55.896 2.939 1.774 5.976 -628.472 -4162.68760 12.883 -29.599 2.535 3.516 2.581 -331.626 -1692.73461 19.015 -50.871 2.907 1.917 5.663 -578.887 -4059.0762 12.196 -24.574 2.503 3.659 2.268 -282.041 -1589.117

6075 55 7.18 13.417 -1.084 1.16 0.552 28.246 -1295.21656 11.926 -10.614 -1.787 -0.479 3.961 -259.826 -3900.14157 6.391 18.016 -1.015 1.297 0.25 74.862 -1197.95958 11.137 -6.015 -1.719 -0.343 3.659 -213.21 -3802.88459 16.755 -46.738 0.378 1.905 6.096 -549.546 -4095.93260 12.009 -22.707 1.082 3.544 2.686 -261.474 -1491.00761 15.965 -42.139 0.447 2.041 5.793 -502.93 -3998.67462 11.22 -18.108 1.151 3.68 2.384 -214.858 -1393.749

6076 55 4.777 14.951 -2.078 1.276 -0.07 28.722 -1299.11756 5.904 -8.547 -3.631 -0.07 3.075 -259.031 -3996.12557 3.933 19.134 -1.906 1.416 -0.332 72.792 -1208.43658 5.06 -4.365 -3.458 0.07 2.812 -214.961 -3905.44459 10.738 -40.333 -1.763 2.244 5.573 -495.731 -4012.32660 9.611 -16.835 -0.211 3.59 2.429 -207.977 -1315.31861 9.894 -36.151 -1.591 2.384 5.311 -451.661 -3921.64562 8.767 -12.652 -0.039 3.73 2.166 -163.908 -1224.637

6077 55 1.446 14.351 -2.857 1.566 -0.987 12.902 -1283.49756 -1.704 -10.725 -4.825 0.696 1.727 -286.093 -4024.09757 0.561 18.133 -2.583 1.72 -1.18 54.849 -1199.85758 -2.589 -6.943 -4.55 0.849 1.534 -244.146 -3940.45859 3.405 -37.476 -3.177 2.809 4.568 -471.75 -3900.93760 6.555 -12.4 -1.209 3.68 1.854 -172.755 -1160.33661 2.52 -33.694 -2.902 2.962 4.375 -429.803 -3817.29762 5.67 -8.618 -0.935 3.833 1.661 -130.808 -1076.696

6078 55 -2.169 11.234 -3.324 2.018 -2.127 -20.67 -1250.5756 -9.111 -17.233 -5.211 1.758 0.141 -341.432 -3989.17657 -3.093 14.634 -2.951 2.197 -2.223 19.47 -1174.56558 -10.035 -13.832 -4.838 1.937 0.045 -301.292 -3913.1759 -3.336 -38.014 -3.748 3.538 3.308 -474.982 -3765.96760 3.606 -9.548 -1.861 3.798 1.039 -154.219 -1027.36161 -4.26 -34.614 -3.375 3.717 3.212 -434.842 -3689.96262 2.682 -6.147 -1.488 3.977 0.944 -114.08 -951.356

6079 55 -5.431 5.602 -3.44 2.58 -3.395 -70.574 -1209.86456 -14.611 -27.159 -4.82 2.984 -1.446 -418.143 -3912.68457 -6.383 8.652 -2.975 2.799 -3.365 -32.042 -1142.23558 -15.563 -24.109 -4.355 3.202 -1.415 -379.612 -3845.05559 -7.903 -40.95 -3.558 4.306 2.023 -496.08 -3625.47760 1.277 -8.189 -2.178 3.902 0.074 -148.511 -922.65861 -8.854 -37.9 -3.093 4.524 2.054 -457.549 -3557.84962 0.326 -5.139 -1.713 4.121 0.104 -109.98 -855.029

6080 55 -7.894 -2.186 -3.217 3.171 -4.686 -132.993 -1176.74156 -17.148 -38.798 -3.833 4.187 -2.831 -503.788 -3827.67557 -8.831 0.574 -2.669 3.441 -4.504 -95.892 -1118.579

Page 45: Plate Design for Seismic Load Case at Dowel

58 -18.085 -36.038 -3.285 4.457 -2.648 -466.687 -3769.513

Page 46: Plate Design for Seismic Load Case at Dowel

59 -9.508 -44.703 -2.823 4.949 0.905 -521.735 -3505.36160 -0.254 -8.091 -2.207 3.933 -0.951 -150.94 -854.42761 -10.445 -41.942 -2.275 5.219 1.087 -484.634 -3447.19962 -1.191 -5.33 -1.659 4.203 -0.768 -113.839 -796.265

6081 55 -9.366 -11.56 -2.687 3.684 -5.9 -202.821 -1169.23456 -16.514 -50.194 -2.498 5.155 -3.879 -584.075 -3770.75357 -10.21 -8.976 -2.07 4.016 -5.543 -166.822 -1122.26358 -17.357 -47.609 -1.881 5.487 -3.522 -548.076 -3723.78259 -8.221 -47.618 -1.813 5.305 0.073 -538.555 -3431.04560 -1.073 -8.985 -2.002 3.833 -1.948 -157.301 -829.52661 -9.065 -45.034 -1.196 5.637 0.43 -502.556 -3384.07462 -1.917 -6.401 -1.385 4.165 -1.591 -121.302 -782.555

6082 55 -9.873 -21.859 -1.888 4.01 -6.935 -274.863 -1204.60356 -13.3 -59.562 -1.053 5.702 -4.522 -646.567 -3773.34357 -10.511 -19.267 -1.225 4.408 -6.388 -239.327 -1171.44458 -13.938 -56.97 -0.391 6.1 -3.975 -611.031 -3740.18459 -4.848 -48.324 -0.774 5.26 -0.421 -536.414 -3419.98760 -1.421 -10.621 -1.608 3.568 -2.834 -164.711 -851.24761 -5.486 -45.732 -0.111 5.657 0.126 -500.878 -3386.82862 -2.059 -8.029 -0.945 3.965 -2.287 -129.174 -818.088

6083 55 -9.533 -32.387 -0.86 4.059 -7.695 -344.64 -1296.45756 -8.512 -65.619 0.319 5.707 -4.746 -683.354 -3855.40957 -9.839 -29.529 -0.185 4.518 -6.952 -308.497 -1280.72258 -8.818 -62.762 0.994 6.167 -4.003 -647.211 -3839.67459 -0.533 -45.986 0.116 4.778 -0.589 -510.498 -3477.22560 -1.554 -12.753 -1.063 3.13 -3.537 -171.784 -918.27361 -0.839 -43.129 0.791 5.238 0.154 -474.355 -3461.4962 -1.86 -9.896 -0.388 3.59 -2.794 -135.641 -902.538

6084 55 -8.502 -42.475 0.347 3.771 -8.093 -408.798 -1452.9256 -3.326 -67.757 1.507 5.142 -4.589 -692.123 -4022.0157 -8.362 -39.031 0.992 4.282 -7.16 -370.546 -1459.08358 -3.185 -64.312 2.151 5.653 -3.656 -653.871 -4028.17359 3.495 -40.465 0.765 3.915 -0.496 -461.794 -3594.06960 -1.682 -15.183 -0.394 2.544 -4 -178.469 -1024.97961 3.635 -37.02 1.41 4.425 0.437 -423.543 -3600.23262 -1.541 -11.738 0.25 3.055 -3.067 -140.217 -1031.142

6085 55 -6.919 -51.545 1.669 3.133 -8.068 -465.152 -1675.60356 1.23 -66.153 2.474 4.073 -4.117 -675.95 -4263.10857 -6.26 -47.152 2.231 3.677 -6.966 -422.967 -1708.57858 1.889 -61.76 3.036 4.617 -3.016 -633.764 -4296.08359 6.255 -32.367 1.179 2.792 -0.236 -396.327 -3749.85260 -1.894 -17.759 0.374 1.851 -4.186 -185.53 -1162.34761 6.913 -27.973 1.741 3.335 0.866 -354.142 -3782.82862 -1.236 -13.365 0.936 2.395 -3.085 -143.344 -1195.323

6086 55 -4.897 -59.244 3.023 2.165 -7.586 -512.503 -1959.54156 4.495 -61.808 3.241 2.632 -3.403 -641.811 -4556.08957 -3.713 -53.54 3.449 2.722 -6.352 -464.47 -2024.01358 5.679 -56.103 3.666 3.189 -2.17 -593.777 -4620.56159 7.269 -22.994 1.434 1.567 0.109 -323.118 -3916.23460 -2.122 -20.431 1.216 1.1 -4.074 -193.81 -1319.68661 8.453 -17.29 1.859 2.123 1.342 -275.084 -3980.70662 -0.938 -14.726 1.642 1.656 -2.841 -145.776 -1384.158

6087 55 -2.424 -65.351 4.307 0.923 -6.642 -550.099 -2293.97656 6.441 -56.043 3.841 0.992 -2.496 -598.042 -4870.62557 -0.79 -58.037 4.545 1.473 -5.331 -494.51 -2393.59158 8.075 -48.729 4.08 1.541 -1.185 -542.453 -4970.24159 6.75 -13.782 1.622 0.4 0.495 -251.285 -4063.32460 -2.114 -23.09 2.088 0.331 -3.651 -203.342 -1486.67461 8.384 -6.468 1.86 0.949 1.806 -195.697 -4162.939

Page 47: Plate Design for Seismic Load Case at Dowel

62 -0.48 -15.776 2.326 0.881 -2.34 -147.754 -1586.29

Page 48: Plate Design for Seismic Load Case at Dowel

6088 55 0.447 -69.871 5.393 -0.51 -5.26 -577.096 -2663.87856 7.39 -50.274 4.273 -0.664 -1.413 -551.704 -5174.87557 2.387 -60.753 5.405 0.018 -3.937 -512.747 -2800.44658 9.33 -41.155 4.285 -0.136 -0.091 -487.355 -5311.44359 5.339 -5.994 1.79 -0.57 0.928 -187.33 -4165.72860 -1.604 -25.591 2.91 -0.416 -2.919 -212.722 -1654.73161 7.278 3.124 1.802 -0.043 2.25 -122.981 -4302.29662 0.336 -16.473 2.922 0.111 -1.596 -148.373 -1791.299

6089 55 3.602 -72.763 6.141 -2.023 -3.494 -592.325 -3050.94856 7.846 -45.313 4.473 -2.148 -0.164 -506.908 -5439.41357 5.654 -61.796 5.904 -1.524 -2.235 -518.724 -3223.86258 9.898 -34.347 4.236 -1.649 1.095 -433.307 -5612.32759 3.806 -0.142 1.908 -1.235 1.43 -133.877 -4205.73760 -0.438 -27.591 3.576 -1.11 -1.901 -219.294 -1817.27161 5.858 10.825 1.671 -0.736 2.689 -60.276 -4378.65162 1.614 -16.624 3.339 -0.611 -0.642 -145.693 -1990.185

6090 55 6.612 -74.047 6.42 -3.479 -1.439 -595.003 -3433.98256 7.997 -41.474 4.338 -3.288 1.215 -465.429 -5639.03657 8.571 -61.338 5.933 -3.007 -0.32 -512.455 -3639.93358 9.956 -28.766 3.85 -2.816 2.334 -382.881 -5844.98659 2.614 3.862 1.889 -1.52 2 -90.489 -4173.31960 1.229 -28.711 3.971 -1.712 -0.653 -220.063 -1968.26661 4.573 16.57 1.401 -1.048 3.12 -7.941 -4379.2762 3.188 -16.002 3.483 -1.24 0.466 -137.515 -2174.216

6091 55 8.793 -73.827 6.162 -4.72 0.775 -585.949 -3788.34256 7.647 -38.65 3.792 -3.939 2.638 -428.24 -5751.92957 10.469 -59.622 5.443 -4.265 1.682 -495.517 -4021.458 9.323 -24.445 3.073 -3.485 3.545 -337.808 -5984.98659 1.806 6.526 1.648 -1.396 2.595 -55.457 -4064.1360 2.952 -28.651 4.018 -2.176 0.731 -213.166 -2100.54361 3.482 20.732 0.929 -0.941 3.502 34.975 -4297.18962 4.628 -14.445 3.299 -1.721 1.639 -122.735 -2333.602

6092 55 9.281 -72.427 5.4 -5.577 2.993 -568.938 -4086.35856 6.308 -36.647 2.852 -3.998 3.977 -397.439 -5759.84457 10.537 -57.062 4.486 -5.124 3.626 -472.275 -4338.39158 7.564 -21.281 1.938 -3.545 4.61 -300.776 -6011.87859 1.133 8.43 1.162 -0.872 3.127 -27.411 -3878.07960 4.106 -27.35 3.71 -2.451 2.142 -198.911 -2204.59261 2.389 23.796 0.248 -0.419 3.76 69.251 -4130.11162 5.362 -11.984 2.796 -1.997 2.775 -102.248 -2456.625

6093 55 7.46 -70.442 4.282 -5.887 5.066 -550.913 -4299.30356 3.64 -35.36 1.647 -3.413 5.094 -376.536 -5649.45557 8.225 -54.304 3.227 -5.42 5.375 -449.997 -4560.70858 4.406 -19.222 0.592 -2.946 5.403 -275.62 -5910.86159 0.345 10.034 0.481 -0.002 3.496 -5.806 -3619.24260 4.165 -25.048 3.116 -2.476 3.468 -180.183 -2269.0961 1.111 26.173 -0.574 0.465 3.805 95.11 -3880.64862 4.93 -8.909 2.061 -2.009 3.777 -79.267 -2530.496

6094 55 3.218 -68.545 3.038 -5.519 6.881 -540.956 -4402.20356 -0.285 -34.727 0.385 -2.197 5.876 -369.579 -5416.2857 3.51 -52.019 1.903 -5.027 6.832 -437.735 -4662.84258 0.007 -18.2 -0.75 -1.704 5.827 -266.358 -5676.91859 -0.602 11.651 -0.287 1.125 3.614 9.616 -3296.91960 2.9 -22.168 2.366 -2.197 4.619 -161.761 -2282.84261 -0.311 28.177 -1.422 1.618 3.565 112.837 -3557.55862 3.192 -5.641 1.231 -1.705 4.57 -58.54 -2543.481

6095 55 -2.692 -67.437 1.902 -4.398 8.369 -547.77 -4380.18356 -4.764 -34.767 -0.721 -0.43 6.257 -379.01 -5068.53757 -2.799 -50.876 0.751 -3.878 7.945 -443.802 -4630.34

Page 49: Plate Design for Seismic Load Case at Dowel

58 -4.871 -18.206 -1.872 0.089 5.832 -275.042 -5318.693

Page 50: Plate Design for Seismic Load Case at Dowel

59 -1.501 13.408 -1.026 2.394 3.427 19.836 -2926.6660 0.571 -19.262 1.597 -1.574 5.539 -148.923 -2238.30761 -1.608 29.97 -2.177 2.913 3.003 123.805 -3176.81762 0.464 -2.7 0.446 -1.055 5.115 -44.955 -2488.464

6096 55 -8.906 -67.357 1.025 -2.533 9.505 -576.655 -4235.49456 -8.752 -35.25 -1.527 1.732 6.223 -403.853 -4630.27957 -9.298 -51.059 -0.081 -1.998 8.704 -472.836 -4466.60558 -9.144 -18.952 -2.633 2.267 5.422 -300.033 -4861.39159 -2.032 15.409 -1.646 3.667 2.921 27.237 -2530.160 -2.186 -16.698 0.906 -0.598 6.203 -145.565 -2135.31661 -2.425 31.707 -2.752 4.203 2.12 131.057 -2761.21262 -2.578 -0.4 -0.2 -0.062 5.402 -41.745 -2366.427

6097 55 -13.744 -68.026 0.43 -0.045 10.272 -627.02 -3992.41256 -11.178 -35.735 -1.99 4.065 5.795 -438.806 -4141.04857 -14.324 -52.239 -0.576 0.485 9.113 -523.52 -4197.358 -11.758 -19.948 -2.996 4.596 4.635 -335.306 -4345.93759 -1.978 17.7 -2.098 4.804 2.116 35.457 -2132.76460 -4.544 -14.592 0.322 0.694 6.594 -152.756 -1984.12761 -2.558 33.487 -3.104 5.335 0.957 138.958 -2337.65262 -5.124 1.196 -0.684 1.225 5.434 -49.256 -2189.015

6098 55 -15.81 -68.583 0.017 2.827 10.635 -691.771 -3697.16456 -11.373 -35.585 -2.152 6.296 5.014 -475.209 -3651.16557 -16.537 -53.521 -0.839 3.325 9.154 -588.225 -3869.67258 -12.101 -20.524 -3.008 6.795 3.533 -371.663 -3823.67259 -1.372 20.263 -2.358 5.674 1.071 48.305 -1760.00860 -5.808 -12.734 -0.189 2.205 6.692 -168.257 -1806.00861 -2.099 35.325 -3.214 6.173 -0.41 151.85 -1932.51562 -6.536 2.328 -1.046 2.704 5.211 -64.712 -1978.515

6099 55 -14.359 -68.057 -0.376 5.738 10.531 -759.001 -3411.86256 -9.214 -34.281 -2.097 8.135 3.935 -503.341 -3213.53857 -15.277 -53.917 -1.035 6.18 8.786 -654.913 -3546.03958 -10.131 -20.14 -2.756 8.577 2.19 -399.253 -3347.71559 -0.482 22.957 -2.41 6.181 -0.129 68.329 -1432.1960 -5.628 -10.819 -0.689 3.785 6.467 -187.331 -1630.51461 -1.4 37.098 -3.069 6.623 -1.873 172.417 -1566.36762 -6.546 3.321 -1.348 4.226 4.722 -83.243 -1764.691

6100 55 -9.536 -65.586 -0.901 8.284 9.892 -815.14 -3203.61556 -5.126 -31.536 -1.92 9.324 2.634 -514.929 -2874.21757 -10.75 -52.568 -1.316 8.658 7.963 -710.345 -3292.80358 -6.34 -18.518 -2.335 9.697 0.705 -410.134 -2963.40559 0.331 25.513 -2.242 6.284 -1.367 95.786 -1161.08360 -4.079 -8.537 -1.222 5.244 5.89 -204.425 -1490.48161 -0.884 38.531 -2.657 6.657 -3.297 200.581 -1250.2762 -5.294 4.481 -1.638 5.618 3.961 -99.63 -1579.668

6101 55 -2.113 -60.875 -1.657 10.081 8.685 -848.308 -3132.21456 0.17 -27.417 -1.707 9.696 1.211 -505.008 -2664.77857 -3.766 -49.169 -1.785 10.396 6.669 -743.357 -3168.4958 -1.482 -15.711 -1.835 10.011 -0.804 -400.057 -2701.05359 0.752 27.645 -1.851 6.01 -2.515 128.554 -948.61960 -1.532 -5.813 -1.801 6.395 4.958 -214.746 -1416.05561 -0.901 39.351 -1.979 6.324 -4.531 233.506 -984.89562 -3.184 5.893 -1.929 6.709 2.943 -109.794 -1452.331

6102 55 6.605 -54.051 -2.687 10.845 6.929 -850.926 -3239.10356 5.744 -22.22 -1.542 9.21 -0.228 -472.698 -2597.61157 4.394 -43.823 -2.485 11.135 4.939 -747.241 -3213.38358 3.533 -11.991 -1.34 9.5 -2.219 -369.013 -2571.89259 0.596 29.128 -1.26 5.453 -3.452 162.704 -788.18460 1.457 -2.703 -2.405 7.088 3.705 -215.523 -1429.67561 -1.616 39.357 -1.058 5.742 -5.443 266.389 -762.465

Page 51: Plate Design for Seismic Load Case at Dowel

62 -0.755 7.525 -2.203 7.377 1.714 -111.838 -1403.956

Page 52: Plate Design for Seismic Load Case at Dowel

6103 55 14.999 -45.703 -3.969 10.46 4.692 -821.505 -3539.2356 10.565 -16.448 -1.485 7.962 -1.597 -421.411 -2664.41157 12.185 -37.055 -3.405 10.78 2.844 -721.28 -3442.26158 7.751 -7.801 -0.921 8.282 -3.445 -321.186 -2567.44259 -0.19 29.855 -0.508 4.75 -4.093 193.4 -667.39660 4.244 0.6 -2.992 7.248 2.196 -206.694 -1542.21561 -3.004 38.503 0.056 5.07 -5.941 293.625 -570.42762 1.43 9.248 -2.428 7.568 0.348 -106.47 -1445.246

6104 55 21.302 -36.835 -5.402 8.994 2.072 -765.668 -4016.95556 13.621 -10.895 -1.545 6.154 -2.84 -358.521 -2837.63757 17.975 -29.784 -4.457 9.412 0.481 -671.477 -3841.09558 10.294 -3.843 -0.6 6.572 -4.43 -264.33 -2661.77759 -1.502 29.728 0.354 4.047 -4.398 215.889 -571.87760 6.179 3.787 -3.503 6.887 0.513 -191.258 -1751.19661 -4.829 36.779 1.299 4.465 -5.989 310.08 -396.01762 2.853 10.838 -2.559 7.305 -1.077 -97.067 -1575.335

6105 55 24.095 -28.851 -6.79 6.676 -0.811 -695.802 -4627.48656 14.243 -6.467 -1.652 4.049 -3.923 -294.254 -3075.38657 20.502 -23.268 -5.467 7.256 -2.042 -609.969 -4369.01758 10.65 -0.884 -0.33 4.63 -5.154 -208.42 -2816.91759 -3.082 28.761 1.278 3.461 -4.37 226.571 -489.41260 6.769 6.377 -3.86 6.087 -1.258 -174.978 -2041.51261 -6.675 34.344 2.6 4.042 -5.6 312.405 -230.94362 3.176 11.96 -2.538 6.668 -2.488 -89.144 -1783.042

6106 55 22.585 -23.416 -7.852 3.831 -3.801 -628.661 -5304.5156 12.291 -4.211 -1.674 1.915 -4.811 -239.4 -3329.2257 19.136 -19.031 -6.188 4.622 -4.59 -552.527 -4966.07458 8.842 0.174 -0.009 2.706 -5.6 -163.267 -2990.78559 -4.475 26.924 2.212 3.061 -4.039 224.075 -413.39160 5.819 7.719 -3.967 4.977 -3.029 -165.186 -2388.68161 -7.925 31.309 3.876 3.851 -4.827 300.209 -74.95662 2.369 12.104 -2.302 5.767 -3.818 -89.052 -2050.246

6107 55 17.16 -22.005 -8.299 0.818 -6.7 -581.072 -5973.10956 8.359 -4.76 -1.471 -0.019 -5.444 -202.428 -3553.28257 14.355 -18.394 -6.368 1.836 -6.994 -514.326 -5565.41358 5.554 -1.149 0.46 0.999 -5.739 -135.683 -3145.58559 -5.182 24.374 3.086 2.858 -3.448 209.857 -344.67260 3.619 7.129 -3.742 3.695 -4.704 -168.787 -2764.49961 -7.987 27.984 5.017 3.877 -3.743 276.602 63.02462 0.815 10.739 -1.811 4.714 -4.998 -102.041 -2356.803

6108 55 9.167 -25.555 -7.934 -2.034 -9.273 -565.167 -6563.76856 3.506 -8.235 -0.969 -1.584 -5.749 -187.227 -3711.7957 7.498 -22.196 -5.854 -0.805 -9.055 -505.593 -6106.09658 1.837 -4.877 1.111 -0.355 -5.531 -127.653 -3254.11959 -4.813 21.365 3.807 2.818 -2.653 187.944 -290.76760 0.848 4.046 -3.158 2.368 -6.177 -189.996 -3142.74461 -6.482 24.724 5.886 4.047 -2.435 247.518 166.90462 -0.821 7.405 -1.078 3.597 -5.958 -130.422 -2685.073

6109 55 0.534 -34.109 -6.734 -4.464 -11.29 -585.27 -7023.17456 -1.091 -14.061 -0.192 -2.679 -5.663 -192.503 -3782.78457 0.355 -30.44 -4.656 -3.077 -10.578 -528.961 -6542.13258 -1.271 -10.393 1.885 -1.292 -4.951 -136.194 -3301.74259 -3.287 18.301 4.27 2.88 -1.717 163.666 -262.73860 -1.661 -1.746 -2.272 1.094 -7.344 -229.101 -3503.12861 -3.466 21.97 6.347 4.267 -1.005 219.976 218.30462 -1.84 1.923 -0.194 2.481 -6.632 -172.792 -3022.086

6110 55 -6.96 -46.944 -4.865 -6.308 -12.563 -637.39 -7319.16756 -4.556 -21.247 0.742 -3.273 -5.161 -212.801 -3758.06657 -5.523 -42.431 -2.954 -4.84 -11.411 -579.548 -6845.93

Page 53: Plate Design for Seismic Load Case at Dowel

58 -3.119 -16.734 2.654 -1.805 -4.009 -154.96 -3284.827

Page 54: Plate Design for Seismic Load Case at Dowel

59 -0.861 15.588 4.388 2.974 -0.717 142.021 -270.98460 -3.265 -10.109 -1.22 -0.061 -8.12 -282.567 -3832.08661 0.575 20.101 6.3 4.442 0.434 199.863 202.25462 -1.829 -5.595 0.692 1.408 -6.968 -224.725 -3358.848

6111 55 -12.091 -62.629 -2.622 -7.496 -12.989 -711.314 -7440.31656 -6.457 -28.559 1.676 -3.394 -4.273 -240.529 -3640.88457 -9.183 -56.822 -1.029 -6.036 -11.481 -647.244 -7006.76358 -3.549 -22.752 3.269 -1.934 -2.765 -176.46 -3207.33159 1.927 13.568 4.124 3.045 0.259 126.284 -321.72860 -3.706 -20.502 -0.175 -1.057 -8.457 -344.501 -4121.1661 4.835 19.374 5.717 4.505 1.767 190.353 111.82662 -0.799 -14.695 1.418 0.403 -6.949 -280.432 -3687.607

6112 55 -14.525 -79.457 -0.336 -8.039 -12.56 -793.928 -7391.67756 -6.855 -34.87 2.462 -3.111 -3.082 -267.961 -3442.5557 -10.515 -72.02 0.819 -6.675 -10.801 -720.029 -7026.55858 -2.844 -27.432 3.617 -1.747 -1.323 -194.062 -3077.43159 4.461 12.439 3.502 3.057 1.124 117.385 -415.14860 -3.21 -32.148 0.704 -1.871 -8.354 -408.582 -4364.27561 8.472 19.876 4.657 4.421 2.884 191.284 -50.02962 0.801 -24.711 1.86 -0.507 -6.595 -334.683 -3999.156

6113 55 -14.506 -95.604 1.705 -8.011 -11.367 -872.589 -7189.23656 -6.071 -39.296 2.998 -2.521 -1.708 -288.799 -3179.31157 -9.91 -86.344 2.356 -6.815 -9.473 -786.94 -6914.94558 -1.474 -30.036 3.648 -1.325 0.186 -203.151 -2905.02159 6.188 12.181 2.61 3.004 1.801 114.082 -545.54660 -2.247 -44.127 1.317 -2.486 -7.858 -469.707 -4555.4761 10.784 21.441 3.26 4.2 3.696 199.73 -271.25562 2.349 -34.867 1.967 -1.29 -5.963 -384.059 -4281.18

6114 55 -12.804 -109.557 3.314 -7.514 -9.568 -937.445 -6854.77656 -4.595 -41.364 3.246 -1.727 -0.283 -298.922 -2869.60957 -8.17 -98.419 3.448 -6.533 -7.657 -839.997 -6685.49358 0.04 -30.226 3.38 -0.747 1.628 -201.474 -2700.32559 6.764 12.58 1.575 2.903 2.235 113.676 -702.90660 -1.446 -55.613 1.642 -2.883 -7.05 -524.847 -4688.07461 11.399 23.718 1.708 3.884 4.147 211.124 -533.62362 3.189 -44.475 1.776 -1.903 -5.139 -427.399 -4518.791

6115 55 -10.264 -120.163 4.418 -6.66 -7.36 -982.53 -6412.60156 -2.879 -40.965 3.224 -0.828 1.071 -296.515 -2532.24257 -6.075 -107.245 4.075 -5.915 -5.543 -874.831 -6353.72658 1.311 -28.047 2.881 -0.083 2.888 -188.816 -2473.36759 6.067 13.248 0.54 2.791 2.403 112.85 -875.08260 -1.319 -65.951 1.734 -3.041 -6.028 -573.165 -4755.4461 10.257 26.166 0.198 3.536 4.219 220.549 -816.20762 2.871 -53.033 1.392 -2.296 -4.212 -465.466 -4696.565

6116 55 -7.609 -126.742 5.047 -5.556 -4.945 -1005.577 -5887.71356 -1.271 -38.301 2.988 0.095 2.259 -281.735 -2185.10757 -4.222 -112.275 4.308 -5.04 -3.32 -890.287 -5936.43858 2.116 -23.834 2.248 0.61 3.885 -166.444 -2233.83259 4.17 13.716 -0.357 2.715 2.317 108.292 -1049.91560 -2.168 -74.725 1.703 -2.935 -4.887 -615.55 -4752.52161 7.557 28.183 -1.096 3.23 3.943 223.583 -1098.6462 1.218 -60.258 0.963 -2.42 -3.262 -500.26 -4801.246

6117 55 -5.233 -129.063 5.295 -4.297 -2.509 -1007.155 -5305.51456 0.037 -33.787 2.612 0.977 3.219 -256.155 -1844.31657 -2.863 -113.395 4.262 -3.982 -1.15 -887.493 -5452.1758 2.406 -18.118 1.579 1.292 4.577 -136.493 -1990.97459 1.282 13.525 -1.004 2.723 2.026 97.005 -1216.87160 -3.987 -81.752 1.678 -2.551 -3.701 -653.994 -4678.06861 3.652 29.193 -2.037 3.038 3.385 216.668 -1363.529

Page 55: Plate Design for Seismic Load Case at Dowel

62 -1.618 -66.083 0.645 -2.236 -2.343 -534.332 -4824.726

Page 56: Plate Design for Seismic Load Case at Dowel

6118 55 -3.294 -127.312 5.274 -2.97 -0.203 -989.397 -4691.99956 0.968 -27.941 2.17 1.774 3.921 -222.233 -1523.82357 -2.012 -110.858 4.061 -2.812 0.839 -868.656 -4921.74558 2.25 -11.487 0.957 1.932 4.962 -101.493 -1753.5759 -2.279 12.353 -1.321 2.856 1.602 76.376 -1368.29360 -6.541 -87.018 1.783 -1.889 -2.521 -690.788 -4536.46861 -0.997 28.808 -2.535 3.014 2.644 197.116 -1598.0462 -5.259 -70.564 0.569 -1.731 -1.48 -570.047 -4766.215

6119 55 -1.639 -121.979 5.087 -1.653 1.863 -954.959 -4073.84956 1.563 -21.312 1.721 2.461 4.365 -182.755 -1235.08557 -1.403 -105.183 3.802 -1.6 2.564 -836.183 -4368.47658 1.799 -4.516 0.437 2.514 5.066 -63.979 -1529.71159 -6.118 10.042 -1.264 3.139 1.131 44.264 -1500.39260 -9.32 -90.624 2.101 -0.975 -1.371 -727.94 -4339.15661 -5.882 26.838 -2.549 3.191 1.832 163.039 -1795.01862 -9.084 -73.828 0.817 -0.922 -0.67 -609.164 -4633.782

6120 55 -0.051 -113.765 4.795 -0.417 3.621 -906.348 -3477.71956 1.901 -14.404 1.302 3.023 4.573 -140.558 -987.03457 -0.726 -97.05 3.54 -0.418 3.981 -792.09 -3817.38158 1.226 2.312 0.047 3.022 4.933 -26.299 -1326.69659 -9.755 6.643 -0.833 3.574 0.696 -0.831 -1614.23960 -11.707 -92.719 2.66 0.133 -0.256 -766.621 -4104.92461 -10.429 23.359 -2.088 3.573 1.056 113.428 -1953.90162 -12.381 -76.003 1.405 0.132 0.104 -652.362 -4444.585

6121 55 1.681 -103.468 4.424 0.67 5.039 -845.736 -2928.83156 2.079 -7.638 0.931 3.458 4.577 -98.29 -786.00157 0.294 -87.204 3.28 0.662 5.079 -737.903 -3293.65358 0.692 8.626 -0.214 3.45 4.617 9.543 -1150.82359 -12.643 2.371 -0.073 4.132 0.365 -59.4 -1716.51560 -13.041 -93.459 3.42 1.344 0.828 -806.846 -3859.34461 -14.03 18.635 -1.218 4.125 0.405 48.433 -2081.33662 -14.428 -77.195 2.275 1.337 0.868 -699.013 -4224.166

6122 55 3.615 -91.865 3.97 1.552 6.115 -775.107 -2448.99856 2.182 -1.321 0.61 3.767 4.414 -58.351 -635.85257 1.754 -76.355 2.995 1.576 5.87 -674.852 -2820.42558 0.322 14.189 -0.365 3.79 4.169 41.903 -1007.27959 -14.217 -2.445 0.916 4.753 0.18 -130.533 -1819.82860 -12.785 -92.988 4.276 2.538 1.881 -847.289 -3632.97461 -16.078 13.065 -0.059 4.777 -0.064 -30.278 -2191.25562 -14.645 -77.478 3.301 2.562 1.637 -747.034 -4004.401

6123 55 5.756 -79.675 3.413 2.19 6.862 -696.604 -2054.57156 2.29 4.323 0.327 3.956 4.118 -22.795 -538.24557 3.658 -65.146 2.643 2.272 6.38 -604.285 -2416.37858 0.193 18.851 -0.442 4.039 3.636 69.524 -900.05359 -13.962 -7.472 1.986 5.343 0.149 -211.592 -1942.1960 -10.497 -91.469 5.071 3.577 2.893 -885.401 -3458.51661 -16.06 7.056 1.216 5.426 -0.333 -119.273 -2303.99862 -12.595 -76.941 4.301 3.66 2.411 -793.082 -3820.323

6124 55 7.86 -67.461 2.734 2.564 7.309 -612.764 -1754.8756 2.458 9.18 0.065 4.033 3.717 6.77 -493.06557 5.741 -54.071 2.183 2.721 6.642 -528.01 -2093.7258 0.338 22.57 -0.486 4.19 3.05 91.524 -831.91559 -11.558 -12.425 2.947 5.788 0.245 -298.157 -2105.27360 -6.155 -89.066 5.616 4.319 3.837 -917.691 -3367.07761 -13.677 0.965 2.395 5.945 -0.422 -213.403 -2444.12362 -8.275 -75.676 5.064 4.476 3.17 -832.937 -3705.927

6197 55 16.887 -20.138 2.698 7.064 7.019 -345.609 -1594.21156 5.688 10.579 -0.969 3.085 3.067 22.68 -549.5357 13.772 -13.847 2.066 6.313 6.284 -290.441 -1894.553

Page 57: Plate Design for Seismic Load Case at Dowel

58 2.573 16.87 -1.6 2.335 2.332 77.848 -849.872

Page 58: Plate Design for Seismic Load Case at Dowel

59 -7.096 3.221 3.86 6.602 0.719 -242.704 -2436.77960 4.103 -27.496 7.527 10.581 4.67 -610.993 -3481.4661 -10.21 9.512 3.229 5.852 -0.016 -187.536 -2737.12162 0.989 -21.205 6.895 9.831 3.935 -555.825 -3781.803

6198 55 18.017 -14.53 1.419 6.159 6.85 -285.876 -1481.68856 5.728 12.448 -1.379 2.725 2.494 34.135 -605.54557 15.108 -9.092 1.058 5.567 6.039 -236.135 -1743.56958 2.819 17.885 -1.741 2.133 1.683 83.875 -867.42659 0.18 2.829 3.981 6.735 0.683 -294.105 -2754.25460 12.469 -24.149 6.78 10.169 5.039 -614.116 -3630.39761 -2.73 8.266 3.62 6.143 -0.128 -244.365 -3016.13562 9.559 -18.711 6.418 9.577 4.228 -564.375 -3892.279

6199 55 18.305 -9.475 0.129 5.128 6.502 -226.671 -1441.53856 5.793 13.899 -1.819 2.349 1.856 42.339 -702.90857 15.689 -4.874 0.009 4.69 5.663 -181.357 -1659.06458 3.177 18.5 -1.939 1.911 1.018 87.654 -920.43459 8.355 2.345 3.368 6.472 0.537 -330.256 -3146.4860 20.867 -21.029 5.316 9.251 5.183 -599.267 -3885.11161 5.74 6.946 3.248 6.034 -0.302 -284.941 -3364.00662 18.252 -16.428 5.196 8.813 4.344 -553.952 -4102.637

6200 55 17.64 -4.96 -1.116 4.04 5.996 -170.112 -1458.82156 5.74 14.899 -2.294 1.973 1.152 47.92 -836.83257 15.358 -1.132 -1.026 3.745 5.174 -128.351 -1628.15858 3.458 18.727 -2.204 1.678 0.33 89.681 -1006.16959 16.14 1.511 1.991 5.812 0.23 -348.156 -3609.18960 28.039 -18.348 3.169 7.879 5.075 -566.188 -4231.17861 13.858 5.339 2.081 5.517 -0.592 -306.395 -3778.52662 25.758 -14.52 3.259 7.584 4.253 -524.427 -4400.516

6201 55 16.016 -1.024 -2.247 2.968 5.353 -118.166 -1516.07756 5.371 15.362 -2.788 1.613 0.383 51.376 -1001.22357 14.082 2.146 -1.979 2.801 4.585 -79.299 -1635.24958 3.438 18.531 -2.521 1.447 -0.385 90.243 -1120.39559 22.13 0.054 -0.049 4.814 -0.262 -347.896 -4126.26560 32.775 -16.332 0.493 6.169 4.707 -517.438 -4641.1261 20.196 3.223 0.218 4.648 -1.03 -309.03 -4245.43862 30.841 -13.162 0.76 6.002 3.939 -478.572 -4760.292

6202 55 13.498 2.319 -3.198 1.982 4.59 -72.582 -1594.79156 4.468 15.206 -3.262 1.295 -0.443 52.816 -1188.47457 11.929 4.969 -2.786 1.927 3.905 -36.148 -1663.59258 2.899 17.855 -2.85 1.239 -1.128 89.25 -1257.27559 25.01 -2.16 -2.514 3.599 -0.939 -333.009 -4670.14460 34.04 -15.047 -2.45 4.286 4.094 -458.407 -5076.4661 23.441 0.49 -2.102 3.543 -1.624 -296.575 -4738.94562 32.471 -12.397 -2.038 4.231 3.409 -421.973 -5145.262

6203 55 10.243 4.964 -3.913 1.146 3.733 -34.883 -1676.90556 2.828 14.317 -3.649 1.045 -1.309 51.745 -1389.50757 9.065 7.253 -3.389 1.182 3.15 -0.525 -1696.88958 1.65 16.607 -3.125 1.081 -1.891 86.103 -1409.49259 23.908 -5.202 -5.054 2.331 -1.771 -310.109 -5204.36360 31.323 -14.555 -5.318 2.432 3.271 -396.737 -5491.7661 22.73 -2.912 -4.53 2.368 -2.353 -275.751 -5224.34762 30.145 -12.266 -4.795 2.469 2.688 -362.379 -5511.745

6204 55 6.458 6.842 -4.347 0.507 2.815 -6.336 -1746.37256 0.336 12.621 -3.864 0.896 -2.184 46.978 -1594.20857 5.715 8.925 -3.748 0.614 2.345 26.319 -1720.85558 -0.407 14.703 -3.266 1.003 -2.655 79.634 -1568.69159 18.527 -8.96 -7.256 1.2 -2.701 -287.849 -5688.07560 24.649 -14.738 -7.738 0.811 2.298 -341.164 -5840.23961 17.784 -6.877 -6.657 1.306 -3.171 -255.193 -5662.558

Page 59: Plate Design for Seismic Load Case at Dowel

62 23.906 -12.656 -7.14 0.917 1.828 -308.508 -5814.722

Page 60: Plate Design for Seismic Load Case at Dowel

6205 55 2.405 7.883 -4.471 0.099 1.882 12.184 -1790.69456 -2.984 10.068 -3.814 0.878 -3.027 36.763 -1792.35557 2.144 9.897 -3.841 0.252 1.524 43.632 -1724.66858 -3.245 12.081 -3.183 1.031 -3.384 68.212 -1726.32959 9.34 -13.235 -8.706 0.38 -3.656 -275.313 -6081.80160 14.729 -15.42 -9.364 -0.399 1.252 -299.893 -6080.1461 9.079 -11.222 -8.076 0.533 -4.014 -243.865 -6015.77562 14.468 -13.406 -8.733 -0.247 0.895 -268.445 -6014.114

6206 55 -1.609 8.086 -4.275 -0.072 0.986 20.454 -1802.25656 -6.92 6.679 -3.411 1.011 -3.778 19.172 -1975.03657 -1.358 10.137 -3.659 0.102 0.732 51.356 -1702.14858 -6.669 8.731 -2.795 1.185 -4.032 50.074 -1874.92859 -2.437 -17.77 -9.075 0.008 -4.549 -280.157 -6353.55360 2.873 -16.364 -9.94 -1.074 0.215 -278.875 -6180.77361 -2.186 -15.719 -8.459 0.182 -4.802 -249.255 -6253.44662 3.124 -14.313 -9.323 -0.9 -0.038 -247.973 -6080.665

6207 55 -5.25 7.523 -3.767 -0.023 0.183 19.149 -1779.12256 -11.054 2.567 -2.595 1.295 -4.373 -7.284 -2136.34157 -4.497 9.685 -3.213 0.147 0.018 50.297 -1652.36658 -10.301 4.729 -2.042 1.465 -4.538 23.864 -2009.58559 -15.001 -22.322 -8.183 0.154 -5.286 -306.839 -6484.27160 -9.197 -17.366 -9.355 -1.164 -0.73 -280.406 -6127.05261 -14.247 -20.16 -7.63 0.324 -5.451 -275.69 -6357.51562 -8.444 -15.204 -8.802 -0.994 -0.895 -249.258 -6000.295

6208 55 -8.173 6.354 -2.975 0.199 -0.478 9.924 -1724.96456 -14.789 -2.069 -1.351 1.704 -4.74 -42.94 -2274.84557 -6.982 8.662 -2.531 0.343 -0.575 42.132 -1579.40458 -13.598 0.238 -0.907 1.847 -4.838 -10.733 -2129.28459 -26.31 -26.717 -6.047 0.803 -5.77 -355.334 -6471.39860 -19.694 -18.294 -7.672 -0.701 -1.508 -302.47 -5921.51861 -25.12 -24.41 -5.603 0.947 -5.868 -323.127 -6325.83862 -18.503 -15.986 -7.227 -0.558 -1.605 -270.262 -5775.957

6209 55 -10.059 4.794 -1.96 0.532 -0.96 -4.742 -1648.05256 -17.423 -6.916 0.274 2.183 -4.815 -86.451 -2394.35257 -8.557 7.252 -1.661 0.63 -1.013 29.197 -1491.26858 -15.921 -4.458 0.573 2.281 -4.869 -52.512 -2237.56859 -34.425 -30.79 -2.887 1.859 -5.909 -420.746 -6329.65260 -27.061 -19.08 -5.121 0.208 -2.054 -339.037 -5583.35261 -32.923 -28.331 -2.589 1.957 -5.963 -386.807 -6172.86862 -25.559 -16.621 -4.822 0.306 -2.107 -305.098 -5426.568

6210 55 -10.662 3.082 -0.809 0.901 -1.241 -21.865 -1559.55756 -18.266 -11.582 2.16 2.651 -4.549 -134.576 -2503.53157 -9.022 5.671 -0.676 0.94 -1.276 14.178 -1398.23958 -16.626 -8.993 2.292 2.69 -4.584 -98.532 -2342.21359 -37.903 -34.371 0.905 3.152 -5.624 -493.959 -6088.60560 -30.3 -19.706 -2.064 1.402 -2.317 -381.249 -5144.6361 -36.264 -31.781 1.037 3.191 -5.659 -457.916 -5927.28662 -28.66 -17.117 -1.932 1.441 -2.352 -345.205 -4983.312

6211 55 -9.848 1.471 0.361 1.23 -1.318 -38.295 -1471.58756 -16.774 -15.595 4.112 3.01 -3.918 -182.383 -2614.37757 -8.269 4.152 0.326 1.205 -1.36 -0.181 -1311.06658 -15.195 -12.914 4.077 2.986 -3.96 -144.269 -2453.85659 -36.047 -37.181 4.824 4.472 -4.87 -563.253 -5787.49460 -29.122 -20.115 1.073 2.691 -2.27 -419.165 -4644.70361 -34.469 -34.501 4.788 4.447 -4.911 -525.139 -5626.97362 -27.543 -17.434 1.037 2.666 -2.311 -381.051 -4484.182

6212 55 -7.64 0.196 1.415 1.453 -1.201 -50.98 -1395.29356 -12.709 -18.469 5.878 3.168 -2.934 -223.785 -2739.71957 -6.312 2.915 1.23 1.365 -1.271 -11.255 -1239.335

Page 61: Plate Design for Seismic Load Case at Dowel

58 -11.381 -15.75 5.694 3.081 -3.004 -184.06 -2583.76

Page 62: Plate Design for Seismic Load Case at Dowel

59 -29.061 -38.896 8.329 5.609 -3.648 -616.475 -5468.28460 -23.992 -20.23 3.866 3.893 -1.914 -443.67 -4123.85961 -27.732 -36.177 8.144 5.521 -3.718 -576.75 -5312.32662 -22.663 -17.511 3.681 3.806 -1.984 -403.945 -3967.901

6213 55 -4.243 -0.5 2.215 1.523 -0.916 -57.246 -1339.30256 -6.238 -19.706 7.173 3.057 -1.651 -252.413 -2890.22957 -3.315 2.194 1.918 1.381 -1.031 -16.717 -1190.16958 -5.31 -17.012 6.877 2.915 -1.766 -211.885 -2741.09559 -17.94 -39.049 10.923 6.395 -2.023 -643.355 -5168.36360 -15.945 -19.843 5.965 4.861 -1.288 -448.187 -3617.43761 -17.013 -36.355 10.627 6.253 -2.139 -602.827 -5019.22962 -15.018 -17.149 5.669 4.719 -1.404 -407.659 -3468.302

6214 55 -0.062 -0.424 2.637 1.423 -0.508 -55.109 -1308.46856 1.922 -18.941 7.726 2.657 -0.166 -262.795 -3071.35757 0.381 2.178 2.28 1.237 -0.678 -14.772 -1167.21858 2.364 -16.339 7.369 2.471 -0.337 -222.457 -2930.10759 -4.512 -37.337 12.23 6.743 -0.124 -637.537 -4914.24160 -6.495 -18.82 7.141 5.508 -0.465 -429.852 -3151.35361 -4.069 -34.735 11.873 6.557 -0.295 -597.199 -4772.99262 -6.052 -16.218 6.784 5.323 -0.636 -389.514 -3010.103

6215 55 4.319 0.583 2.597 1.166 -0.038 -43.706 -1303.04556 10.55 -15.96 7.342 2.012 1.378 -251.786 -3280.69957 4.266 3.026 2.235 0.95 -0.266 -4.538 -1169.97858 10.497 -13.517 6.98 1.796 1.149 -212.618 -3147.63159 8.996 -33.524 12.064 6.663 1.867 -598.059 -4717.50260 2.765 -16.981 7.319 5.817 0.451 -389.979 -2739.84961 8.943 -31.081 11.701 6.448 1.639 -558.892 -4584.43562 2.712 -14.538 6.957 5.601 0.223 -350.811 -2606.781

6216 55 8.183 2.563 2.065 0.804 0.414 -23.738 -1318.39656 18.011 -10.862 5.954 1.239 2.802 -220.046 -3506.48457 7.692 4.79 1.752 0.571 0.135 13.492 -1193.51158 17.521 -8.635 5.641 1.005 2.524 -182.815 -3381.59959 20.208 -27.732 10.47 6.267 3.727 -530.032 -4573.74260 10.379 -14.307 6.581 5.833 1.339 -333.724 -2385.65561 19.718 -25.505 10.156 6.034 3.449 -492.801 -4448.85862 9.889 -12.08 6.267 5.599 1.06 -296.494 -2260.77

6217 55 10.787 5.397 1.085 0.422 0.755 2.182 -1345.39656 22.575 -4.168 3.682 0.512 3.914 -173.103 -3727.74557 9.961 7.368 0.864 0.182 0.442 37.054 -1228.76558 21.749 -2.197 3.46 0.272 3.601 -138.231 -3611.11359 27.138 -20.482 7.735 5.737 5.23 -444.273 -4464.75160 15.35 -10.918 5.138 5.647 2.071 -268.988 -2082.40361 26.312 -18.511 7.513 5.497 4.917 -409.401 -4348.11962 14.524 -8.946 4.917 5.407 1.758 -234.117 -1965.771

6218 55 11.507 8.735 -0.222 0.123 0.896 29.499 -1371.6856 22.812 3.121 0.837 0.04 4.538 -121.447 -3916.76257 10.463 10.432 -0.321 -0.115 0.572 61.974 -1263.62758 21.767 4.819 0.738 -0.199 4.214 -88.972 -3808.70859 28.549 -12.767 4.344 5.289 6.183 -355.727 -4363.6960 17.244 -7.153 3.285 5.373 2.541 -204.781 -1818.60861 27.504 -11.069 4.245 5.051 5.858 -323.252 -4255.63762 16.2 -5.456 3.186 5.134 2.216 -172.307 -1710.556

6219 55 10.015 11.996 -1.668 0.015 0.763 52.174 -1383.79356 18.129 9.543 -2.106 0.017 4.56 -79.107 -4044.02457 8.851 13.422 -1.628 -0.214 0.455 82.515 -1284.87158 16.966 10.969 -2.066 -0.212 4.251 -48.766 -3945.10159 24.405 -5.938 0.901 5.115 6.476 -280.637 -4242.49760 16.291 -3.485 1.339 5.113 2.68 -149.356 -1582.26661 23.241 -4.512 0.941 4.886 6.168 -250.296 -4143.574

Page 63: Plate Design for Seismic Load Case at Dowel

62 15.127 -2.059 1.379 4.884 2.371 -119.015 -1483.343

Page 64: Plate Design for Seismic Load Case at Dowel

6220 55 6.434 14.471 -3.034 0.187 0.32 63.768 -1370.25356 9.15 13.555 -4.621 0.582 3.964 -60.487 -4085.58157 5.215 15.636 -2.849 -0.025 0.057 92.361 -1281.03358 7.931 14.721 -4.437 0.37 3.702 -31.894 -3996.36159 15.954 -1.303 -2.012 5.338 6.112 -232.752 -4080.41360 13.238 -0.388 -0.425 4.943 2.468 -108.498 -1365.08561 14.735 -0.138 -1.828 5.126 5.85 -204.159 -3991.19462 12.019 0.778 -0.241 4.731 2.205 -79.905 -1275.866

6221 55 1.37 15.49 -4.116 0.691 -0.426 59.074 -1325.24656 -2.214 13.9 -6.266 1.771 2.85 -75.86 -4031.79357 0.122 16.405 -3.79 0.506 -0.611 86.216 -1246.05758 -3.462 14.815 -5.94 1.586 2.665 -48.718 -3952.60559 5.567 0.212 -3.97 5.973 5.206 -219.316 -3872.01960 9.151 1.802 -1.821 4.893 1.93 -84.382 -1165.47161 4.318 1.127 -3.644 5.788 5.02 -192.175 -3792.8362 7.903 2.717 -1.494 4.708 1.744 -57.241 -1086.283

6222 55 -4.231 14.687 -4.778 1.528 -1.425 35.797 -1252.03956 -13.28 10.316 -6.822 3.502 1.399 -127.096 -3894.77857 -5.495 15.353 -4.316 1.381 -1.503 61.544 -1182.82358 -14.544 10.982 -6.36 3.355 1.321 -101.349 -3825.56359 -4.007 -1.366 -4.81 6.92 3.949 -238.317 -3632.01760 5.042 3.006 -2.766 4.947 1.125 -75.423 -989.27761 -5.271 -0.7 -4.347 6.774 3.871 -212.57 -3562.80162 3.778 3.672 -2.303 4.8 1.047 -49.676 -920.061

6223 55 -9.411 12.093 -4.965 2.639 -2.609 -4.642 -1164.2856 -21.505 3.624 -6.336 5.567 -0.188 -206.074 -3709.95857 -10.657 12.508 -4.376 2.542 -2.551 19.524 -1104.73258 -22.751 4.039 -5.746 5.47 -0.131 -181.908 -3650.4159 -10.494 -5.123 -4.631 7.974 2.549 -278.753 -3393.40760 1.6 3.346 -3.26 5.047 0.128 -77.321 -847.72861 -11.74 -4.708 -4.042 7.878 2.607 -254.587 -3333.85862 0.354 3.762 -2.671 4.95 0.186 -53.155 -788.18

6224 55 -13.497 8.039 -4.684 3.907 -3.901 -57.767 -1083.86856 -25.359 -4.582 -5.049 7.658 -1.739 -297.235 -3528.83557 -14.645 8.221 -3.983 3.871 -3.683 -35.458 -1033.8758 -26.507 -4.4 -4.348 7.621 -1.521 -274.926 -3478.83859 -12.778 -9.621 -3.713 8.863 1.186 -324.38 -3198.30860 -0.916 3 -3.347 5.113 -0.976 -84.912 -753.3461 -13.926 -9.438 -3.012 8.827 1.404 -302.071 -3148.3162 -2.064 3.183 -2.646 5.076 -0.758 -62.603 -703.343

6225 55 -16.193 2.94 -3.965 5.172 -5.219 -117.732 -1036.21256 -24.599 -12.636 -3.281 9.42 -3.124 -382.851 -3405.84657 -17.112 2.947 -3.176 5.201 -4.822 -97.392 -996.42458 -25.518 -12.629 -2.492 9.448 -2.728 -362.511 -3366.05759 -10.977 -13.478 -2.394 9.312 0 -358.994 -3085.37960 -2.571 2.098 -3.077 5.064 -2.094 -93.875 -715.74561 -11.896 -13.47 -1.605 9.34 0.397 -338.655 -3045.5962 -3.49 2.106 -2.288 5.092 -1.697 -73.535 -675.956

6226 55 -17.472 -2.834 -2.839 6.258 -6.461 -178.848 -1045.26756 -20.049 -19.195 -1.327 10.53 -4.24 -447.929 -3385.62957 -17.991 -2.886 -1.998 6.344 -5.876 -160.182 -1017.61758 -20.568 -19.247 -0.486 10.616 -3.654 -429.263 -3357.9859 -6.159 -15.636 -0.988 9.117 -0.899 -370.621 -3079.52160 -3.582 0.725 -2.5 4.846 -3.121 -101.54 -739.15861 -6.678 -15.689 -0.147 9.204 -0.314 -351.955 -3051.87162 -4.101 0.672 -1.659 4.932 -2.535 -82.873 -711.508

6227 55 -17.411 -8.908 -1.351 7.008 -7.507 -236.367 -1129.82256 -13.107 -23.354 0.576 10.779 -4.996 -483.072 -3494.52857 -17.346 -8.847 -0.507 7.133 -6.733 -218.505 -1117.757

Page 65: Plate Design for Seismic Load Case at Dowel

58 -13.043 -23.293 1.42 10.904 -4.222 -465.21 -3482.463

Page 66: Plate Design for Seismic Load Case at Dowel

59 0.117 -15.434 0.257 8.212 -1.446 -353.628 -3186.3460 -4.187 -0.988 -1.67 4.442 -3.957 -106.923 -821.63461 0.181 -15.373 1.1 8.337 -0.672 -335.766 -3174.27562 -4.122 -0.927 -0.826 4.566 -3.183 -89.061 -809.569

6228 55 -16.147 -14.881 0.43 7.317 -8.231 -286.74 -1301.01356 -5.448 -24.674 2.262 10.12 -5.341 -485.639 -3736.29257 -15.343 -14.476 1.215 7.448 -7.28 -268.192 -1309.37958 -4.644 -24.269 3.048 10.252 -4.39 -467.09 -3744.65859 6.096 -12.685 1.186 6.68 -1.633 -309.363 -3390.71360 -4.602 -2.891 -0.647 3.877 -4.523 -110.464 -955.43561 6.9 -12.28 1.971 6.812 -0.682 -290.815 -3399.0862 -3.798 -2.487 0.138 4.008 -3.572 -91.916 -963.801

6229 55 -13.876 -20.342 2.397 7.139 -8.53 -327.819 -1560.57456 1.32 -23.299 3.653 8.663 -5.27 -459.835 -4091.2357 -12.244 -19.323 3.052 7.236 -7.426 -306.587 -1595.08958 2.953 -22.28 4.308 8.761 -4.167 -438.603 -4125.74659 10.231 -7.839 1.772 4.725 -1.518 -245.672 -3658.73660 -4.966 -4.882 0.516 3.201 -4.777 -113.657 -1128.07961 11.863 -6.82 2.427 4.823 -0.414 -224.44 -3693.25162 -3.333 -3.863 1.171 3.299 -3.673 -92.425 -1162.595

6230 55 -10.828 -25.082 4.426 6.489 -8.335 -358.906 -1900.07756 6.064 -20.177 4.766 6.635 -4.816 -415.363 -4519.49257 -8.385 -23.166 4.876 6.51 -7.115 -332.764 -1966.39758 8.507 -18.261 5.217 6.656 -3.596 -389.22 -4585.81259 11.656 -2.108 2.112 2.613 -1.179 -174.795 -3943.71860 -5.237 -7.014 1.771 2.467 -4.698 -118.339 -1324.30361 14.099 -0.192 2.563 2.634 0.041 -148.653 -4010.03862 -2.794 -5.097 2.222 2.488 -3.478 -92.196 -1390.623

6231 55 -7.112 -29.001 6.375 5.428 -7.613 -380.232 -2302.15456 8.593 -16.569 5.669 4.315 -4.005 -364.006 -4969.58357 -4.004 -25.946 6.552 5.334 -6.327 -347.128 -2404.67758 11.701 -13.515 5.846 4.221 -2.72 -330.902 -5072.10659 10.584 3.119 2.354 0.606 -0.671 -109.266 -4196.45760 -5.121 -9.313 3.06 1.719 -4.279 -125.492 -1529.02861 13.693 6.173 2.531 0.512 0.614 -76.163 -4298.9862 -2.012 -6.259 3.237 1.625 -2.993 -92.388 -1631.551

6232 55 -2.799 -32.168 8.08 4.055 -6.36 -391.819 -2743.51656 9.51 -13.721 6.383 1.995 -2.844 -315.168 -5389.78257 0.721 -27.818 7.931 3.822 -5.069 -350.296 -2884.22358 13.03 -9.371 6.234 1.761 -1.553 -273.646 -5530.48959 8.094 6.709 2.588 -1.077 -0.004 -57.426 -4376.41360 -4.215 -11.738 4.284 0.984 -3.52 -134.076 -1730.14661 11.614 11.059 2.439 -1.31 1.287 -15.903 -4517.1262 -0.695 -7.388 4.135 0.75 -2.229 -92.554 -1870.854

6233 55 2 -34.438 9.353 2.504 -4.602 -392.727 -3197.98856 9.767 -12.017 6.828 -0.057 -1.338 -273.147 -5736.83757 5.608 -28.76 8.849 2.123 -3.373 -342.209 -3375.65358 13.376 -6.338 6.325 -0.438 -0.109 -222.629 -5914.50259 5.507 8.496 2.776 -2.276 0.826 -21.317 -4458.16860 -2.261 -13.925 5.301 0.285 -2.438 -140.897 -1919.3261 9.115 14.175 2.273 -2.657 2.055 29.201 -4635.83362 1.348 -8.247 4.797 -0.096 -1.21 -90.379 -2096.984

6234 55 6.806 -35.567 10.011 0.94 -2.415 -381.613 -3637.77256 9.907 -11.193 6.843 -1.61 0.457 -237.815 -5978.61257 10.171 -28.647 9.153 0.423 -1.317 -322.502 -3847.7358 13.272 -4.273 5.985 -2.127 1.554 -178.704 -6188.5759 3.673 8.977 2.783 -2.903 1.786 1.909 -4431.08360 0.572 -15.397 5.95 -0.353 -1.085 -141.889 -2090.24361 7.038 15.896 1.925 -3.42 2.884 61.02 -4641.041

Page 67: Plate Design for Seismic Load Case at Dowel

62 3.937 -8.477 5.093 -0.87 0.012 -82.778 -2300.201

Page 68: Plate Design for Seismic Load Case at Dowel

6235 55 10.737 -35.295 9.938 -0.446 0.073 -358.583 -4033.03256 9.787 -10.614 6.285 -2.494 2.407 -207.765 -6092.38657 13.564 -27.329 8.754 -1.07 0.972 -292.169 -4267.51958 12.614 -2.648 5.101 -3.118 3.306 -141.351 -6326.87359 2.713 8.959 2.465 -2.939 2.782 16.684 -4295.14460 3.663 -15.721 6.118 -0.891 0.448 -134.133 -2235.79161 5.54 16.925 1.28 -3.563 3.682 83.098 -4529.63162 6.49 -7.756 4.934 -1.515 1.348 -67.719 -2470.278

6236 55 12.637 -33.629 9.151 -1.448 2.691 -327.151 -4351.67856 8.749 -9.809 5.134 -2.604 4.319 -183.327 -6062.84657 14.715 -24.882 7.692 -2.139 3.332 -255.375 -4600.65558 10.827 -1.061 3.675 -3.294 4.96 -111.551 -6311.82359 2.226 9.069 1.764 -2.431 3.676 26.26 -4057.20560 6.114 -14.752 5.781 -1.276 2.047 -117.564 -2346.03761 4.304 17.816 0.305 -3.122 4.317 98.035 -4306.18262 8.192 -6.004 4.322 -1.966 2.688 -45.789 -2595.014

6237 55 11.598 -30.989 7.818 -1.865 5.26 -295.1 -4561.19856 6.195 -8.702 3.532 -1.907 5.988 -167.775 -5882.35957 12.82 -21.761 6.154 -2.578 5.59 -220.205 -4813.52258 7.417 0.526 1.868 -2.62 6.318 -92.881 -6134.68359 1.721 9.578 0.739 -1.478 4.319 31.765 -3729.40560 7.124 -12.709 5.025 -1.436 3.592 -95.559 -2408.24461 2.943 18.806 -0.925 -2.191 4.649 106.66 -3981.72962 8.346 -3.481 3.361 -2.149 3.922 -20.665 -2660.568

6238 55 7.418 -28.027 6.217 -1.529 7.626 -273.376 -4633.42956 2.074 -7.483 1.737 -0.448 7.236 -166.149 -5553.71157 7.795 -18.62 4.431 -2.226 7.603 -197.488 -4878.19358 2.451 1.924 -0.049 -1.144 7.213 -90.261 -5798.47659 0.978 10.493 -0.468 -0.215 4.597 33.021 -3329.38360 6.322 -10.051 4.012 -1.297 4.988 -74.206 -2409.10161 1.355 19.899 -2.254 -0.912 4.575 108.909 -3574.14862 6.699 -0.645 2.225 -1.993 4.965 1.682 -2653.865

6239 55 1.001 -25.554 4.633 -0.335 9.673 -273.022 -4552.03656 -2.852 -6.529 0.029 1.652 7.95 -182.459 -5094.20357 0.629 -16.245 2.811 -0.991 9.269 -197.735 -4779.82458 -3.225 2.779 -1.793 0.996 7.547 -107.171 -5321.99259 0.139 11.639 -1.688 1.198 4.443 30.2 -2881.06860 3.993 -7.385 2.917 -0.789 6.166 -60.363 -2338.961 -0.233 20.948 -3.51 0.542 4.039 105.488 -3108.85662 3.62 1.923 1.095 -1.445 5.762 14.925 -2566.689

6240 55 -5.833 -23.905 3.247 1.72 11.316 -300.953 -4321.25656 -7.281 -5.893 -1.393 4.189 8.078 -216.624 -4538.96857 -6.812 -14.929 1.475 1.111 10.52 -227.035 -4524.98358 -8.26 3.083 -3.165 3.58 7.281 -142.707 -4742.69459 -0.458 12.934 -2.78 2.59 3.842 25.215 -2414.43860 0.991 -5.078 1.86 0.121 7.081 -59.114 -2196.72661 -1.436 21.911 -4.551 1.981 3.046 99.132 -2618.16462 0.012 3.899 0.088 -0.488 6.284 14.804 -2400.453

6241 55 -10.898 -22.825 2.065 4.503 12.467 -356.373 -3972.65956 -9.895 -5.314 -2.449 6.881 7.607 -262.913 -3940.75257 -12.355 -14.375 0.428 3.929 11.286 -283.725 -4147.68558 -11.353 3.137 -4.087 6.307 6.426 -190.265 -4115.77759 -0.58 14.35 -3.646 3.786 2.829 21.83 -1962.9660 -1.582 -3.162 0.868 1.409 7.689 -71.63 -1994.86661 -2.038 22.8 -5.284 3.213 1.648 94.477 -2137.98562 -3.04 5.289 -0.769 0.835 6.508 1.017 -2169.892

6242 55 -12.483 -21.435 0.957 7.725 13.001 -429.923 -3565.29556 -9.934 -4.293 -3.154 9.384 6.556 -311.022 -3363.75857 -14.359 -13.682 -0.466 7.164 11.47 -357.845 -3708.693

Page 69: Plate Design for Seismic Load Case at Dowel

58 -11.81 3.46 -4.576 8.823 5.025 -238.945 -3507.157

Page 70: Plate Design for Seismic Load Case at Dowel

59 -0.299 15.842 -4.218 4.633 1.478 24.318 -1558.34360 -2.848 -1.3 -0.107 2.974 7.923 -94.583 -1759.87961 -2.175 23.594 -5.64 4.072 -0.053 96.395 -1701.74162 -4.724 6.452 -1.53 2.413 6.392 -22.506 -1903.278

6243 55 -9.932 -18.897 -0.249 10.958 12.777 -506.381 -3176.92356 -7.402 -2.542 -3.553 11.337 4.987 -349.398 -2872.29757 -12.252 -12.005 -1.376 10.385 10.959 -434.089 -3286.10758 -9.722 4.35 -4.68 10.764 3.169 -277.106 -2981.48159 0.057 17.216 -4.432 5.018 -0.085 35.465 -1224.25360 -2.473 0.861 -1.128 4.639 7.704 -121.518 -1528.87961 -2.262 24.108 -5.559 4.446 -1.904 107.758 -1333.43762 -4.792 7.753 -2.255 4.066 5.886 -49.226 -1638.063

6244 55 -3.727 -14.722 -1.654 13.697 11.694 -569.304 -2889.04756 -2.911 -0.101 -3.685 12.429 3.029 -368.674 -2518.57857 -6.571 -8.858 -2.408 13.101 9.682 -496.487 -2960.29658 -5.755 5.762 -4.439 11.832 1.017 -295.857 -2589.82659 0.134 18.145 -4.238 4.902 -1.689 55.343 -971.96260 -0.682 3.525 -2.207 6.17 6.976 -145.287 -1342.43261 -2.71 24.009 -4.992 4.306 -3.702 128.16 -1043.21162 -3.526 9.389 -2.961 5.574 4.963 -72.47 -1413.68

6245 55 4.961 -9.149 -3.26 15.468 9.762 -605.013 -2771.65856 2.699 2.71 -3.596 12.472 0.883 -363.491 -2334.20357 1.499 -4.455 -3.572 14.861 7.674 -532.247 -2799.14158 -0.763 7.404 -3.909 11.865 -1.205 -290.725 -2361.68659 -0.269 18.387 -3.631 4.333 -3.137 81.463 -799.68760 1.994 6.528 -3.295 7.33 5.741 -160.059 -1237.14261 -3.73 23.081 -3.943 3.726 -5.225 154.229 -827.17162 -1.468 11.222 -3.607 6.723 3.653 -87.293 -1264.626

6246 55 14.56 -2.638 -5.009 15.947 7.122 -604.88 -2871.356 8.449 5.64 -3.37 11.459 -1.218 -332.852 -2326.36457 10.435 0.792 -4.827 15.37 5.091 -533.771 -2846.98758 4.325 9.07 -3.188 10.882 -3.249 -261.744 -2302.05159 -1.183 17.912 -2.667 3.45 -4.253 109.754 -694.93660 4.928 9.634 -4.306 7.938 4.086 -162.273 -1239.87361 -5.307 21.342 -2.486 2.873 -6.284 180.863 -670.62362 0.803 13.064 -4.125 7.36 2.055 -91.165 -1215.56

6247 55 23.237 4.321 -6.824 15.04 4.002 -566.736 -3202.88656 13.213 8.575 -3.117 9.567 -3.079 -280.179 -2477.38957 18.508 6.467 -6.117 14.556 2.161 -499.77 -3117.4758 8.483 10.721 -2.41 9.084 -4.919 -213.213 -2391.97359 -2.56 16.919 -1.458 2.442 -4.928 135.489 -638.22360 7.464 12.665 -5.164 7.914 2.153 -151.068 -1363.7261 -7.29 19.065 -0.751 1.958 -6.768 202.454 -552.80762 2.734 14.811 -4.458 7.431 0.312 -84.103 -1278.304

6248 55 28.966 11.213 -8.588 12.906 0.643 -496.169 -3745.29656 15.776 11.256 -2.907 7.111 -4.587 -213.463 -2747.13457 23.845 12.128 -7.353 12.591 -0.887 -436.248 -3590.0958 10.654 12.171 -1.671 6.796 -6.117 -153.543 -2591.92759 -4.292 15.57 -0.124 1.503 -5.136 153.996 -607.43160 8.899 15.527 -5.806 7.298 0.094 -128.709 -1605.59461 -9.414 16.485 1.111 1.187 -6.665 213.917 -452.22462 3.777 16.442 -4.57 6.982 -1.436 -68.789 -1450.387

6249 55 30.013 17.223 -10.096 9.904 -2.747 -406.925 -4442.71156 15.249 13.198 -2.703 4.464 -5.713 -144.567 -3079.17957 24.889 17.063 -8.363 9.822 -3.869 -356.628 -4212.23858 10.125 13.039 -0.971 4.383 -6.835 -94.27 -2848.70659 -6.152 14 1.232 0.786 -4.924 161.527 -582.63260 8.612 18.025 -6.16 6.225 -1.958 -100.832 -1946.16461 -11.276 13.841 2.965 0.705 -6.046 211.824 -352.159

Page 71: Plate Design for Seismic Load Case at Dowel

62 3.488 17.865 -4.427 6.144 -3.08 -50.535 -1715.691

Page 72: Plate Design for Seismic Load Case at Dowel

6250 55 25.495 21.091 -11.039 6.497 -5.984 -318.626 -5213.85256 11.503 13.503 -2.368 1.978 -6.461 -86.614 -3411.29257 20.922 20.104 -8.881 6.691 -6.633 -279.345 -4908.54658 6.931 12.516 -0.21 2.173 -7.11 -47.333 -3105.98759 -7.682 12.108 2.534 0.371 -4.375 156.41 -550.73560 6.309 19.696 -6.137 4.889 -3.899 -75.602 -2353.29461 -12.255 11.121 4.691 0.565 -5.024 195.691 -245.4362 1.736 18.709 -3.979 5.084 -4.548 -36.321 -2047.989

6251 55 16.045 21.554 -11.088 3.158 -8.882 -251.341 -5968.61156 5.428 11.54 -1.739 -0.074 -6.824 -49.961 -3687.97757 12.649 20.09 -8.626 3.631 -9.027 -222.608 -5596.78758 2.033 10.075 0.723 0.399 -6.969 -21.228 -3316.15359 -8.308 9.917 3.701 0.261 -3.578 140.009 -508.4960 2.308 19.931 -5.648 3.493 -5.636 -61.372 -2789.12561 -11.704 8.452 6.164 0.733 -3.723 168.742 -136.66662 -1.088 18.467 -3.185 3.965 -5.78 -32.638 -2417.3

6252 55 3.65 17.81 -10.034 0.29 -11.243 -219.439 -6626.18856 -1.4 7.166 -0.737 -1.524 -6.779 -38.976 -3870.20657 1.997 16.279 -7.433 1.001 -10.888 -198.703 -6204.5658 -3.053 5.635 1.864 -0.814 -6.424 -18.24 -3448.57859 -7.551 7.545 4.635 0.397 -2.613 116.637 -462.25960 -2.501 18.189 -4.663 2.211 -7.077 -63.827 -3218.24261 -9.205 6.014 7.236 1.107 -2.258 137.373 -40.63162 -4.154 16.658 -2.061 2.921 -6.722 -43.09 -2796.613

6253 55 -9.016 9.992 -7.891 -1.826 -12.883 -227.848 -7127.55156 -7.335 0.996 0.581 -2.31 -6.307 -51.395 -3938.77857 -8.561 8.817 -5.348 -0.957 -12.068 -210.833 -6680.06258 -6.88 -0.179 3.124 -1.441 -5.492 -34.381 -3491.28959 -5.292 5.306 5.219 0.685 -1.559 92.262 -424.54860 -6.973 14.302 -3.253 1.17 -8.135 -84.19 -3613.32261 -4.837 4.131 7.762 1.555 -0.744 109.277 22.94162 -6.518 13.128 -0.71 2.039 -7.32 -67.175 -3165.833

6254 55 -19.522 -1.05 -4.911 -3.051 -13.68 -271.998 -7439.88456 -11.214 -5.975 2.037 -2.467 -5.425 -80.098 -3892.1457 -16.886 -1.483 -2.631 -2.128 -12.473 -253.519 -6995.07658 -8.578 -6.409 4.318 -1.543 -4.218 -61.62 -3447.33159 -1.843 3.529 5.357 1.025 -0.492 72.603 -409.09760 -10.151 8.455 -1.591 0.441 -8.747 -119.297 -3956.84161 0.793 3.096 7.638 1.949 0.715 91.081 35.71262 -7.515 8.021 0.689 1.364 -7.54 -100.819 -3512.032

6255 55 -26.288 -13.898 -1.508 -3.381 -13.596 -340.595 -7554.64556 -12.591 -12.602 3.405 -2.095 -4.202 -115.928 -3741.5957 -21.714 -13.288 0.327 -2.518 -12.086 -315.604 -7142.1958 -8.017 -11.992 5.24 -1.233 -2.693 -90.936 -3329.13659 2.125 2.489 5.007 1.331 0.507 61.501 -426.59160 -11.572 1.194 0.094 0.045 -8.886 -163.166 -4239.64661 6.699 3.099 6.841 2.193 2.017 86.492 -14.13762 -6.998 1.804 1.928 0.908 -7.377 -138.175 -3827.191

6256 55 -28.858 -27.085 1.865 -2.921 -12.689 -419.61 -7482.09856 -11.693 -17.972 4.483 -1.343 -2.751 -150.284 -3506.14657 -22.853 -25.217 3.115 -2.229 -10.979 -384.132 -7129.27158 -5.688 -16.104 5.734 -0.65 -1.04 -114.807 -3153.31959 5.802 2.32 4.202 1.547 1.364 60.133 -482.14560 -11.363 -6.793 1.583 -0.032 -8.574 -209.193 -4458.09661 11.806 4.188 5.452 2.239 3.074 95.61 -129.31762 -5.359 -4.925 2.834 0.661 -6.864 -173.715 -4105.269

6257 55 -27.668 -39.205 4.819 -1.852 -11.096 -495.96 -7244.71956 -9.15 -21.49 5.144 -0.369 -1.205 -176.785 -3208.23757 -20.904 -35.973 5.411 -1.416 -9.292 -447.716 -6973.458

Page 73: Plate Design for Seismic Load Case at Dowel

58 -2.387 -18.258 5.735 0.067 0.599 -128.541 -2936.977

Page 74: Plate Design for Seismic Load Case at Dowel

59 8.443 2.959 3.05 1.656 2.018 67.122 -574.7660 -10.074 -14.757 2.726 0.172 -7.873 -252.054 -4611.24161 15.207 6.191 3.642 2.091 3.822 115.365 -303.49962 -3.311 -11.524 3.318 0.608 -6.069 -203.81 -4339.981

6258 55 -23.786 -49.263 7.102 -0.382 -9.003 -559.946 -6871.28456 -5.759 -22.968 5.349 0.677 0.302 -191.885 -2870.56557 -16.975 -44.65 7.028 -0.259 -7.21 -498.533 -6696.30158 1.052 -18.356 5.275 0.8 2.096 -130.472 -2695.58359 9.547 4.206 1.715 1.675 2.431 79.256 -698.33160 -8.48 -22.088 3.468 0.616 -6.875 -288.805 -4699.04961 16.359 8.819 1.641 1.798 4.224 140.669 -523.34862 -1.668 -17.475 3.394 0.74 -5.081 -227.392 -4524.066

6259 55 -18.447 -56.598 8.617 1.286 -6.616 -606.157 -6392.62356 -2.243 -22.522 5.144 1.673 1.66 -194.675 -2514.16457 -12.227 -50.682 7.931 1.076 -4.927 -532.855 -6320.65858 3.976 -16.607 4.458 1.464 3.348 -121.373 -2442.259 8.903 5.739 0.381 1.653 2.594 92.425 -843.49360 -7.3 -28.336 3.854 1.266 -5.681 -319.057 -4721.95261 15.123 11.654 -0.304 1.444 4.283 165.727 -771.52962 -1.081 -22.421 3.168 1.056 -3.993 -245.755 -4649.987

6260 55 -12.742 -60.935 9.398 2.976 -4.128 -633.107 -5839.14656 0.868 -20.48 4.623 2.535 2.791 -186.212 -2157.38157 -7.607 -53.875 8.204 2.448 -2.626 -550.434 -5869.23458 6.002 -13.421 3.428 2.007 4.293 -103.539 -2187.4759 6.59 7.205 -0.773 1.653 2.531 102.425 -999.69660 -7.02 -33.249 4.003 2.094 -4.388 -344.469 -4681.4661 11.724 14.264 -1.968 1.125 4.033 185.098 -1029.78562 -1.886 -26.19 2.808 1.566 -2.886 -261.796 -4711.549

6261 55 -7.388 -62.314 9.571 4.554 -1.71 -642.09 -5239.83356 3.289 -17.282 3.903 3.214 3.654 -168.731 -1815.49657 -3.655 -54.342 8 3.75 -0.456 -553.265 -5364.32358 7.023 -9.309 2.332 2.41 4.909 -79.906 -1939.98659 2.908 8.28 -1.6 1.743 2.29 105.494 -1157.11460 -7.769 -36.752 4.069 3.082 -3.074 -367.866 -4581.45161 6.642 16.253 -3.171 0.938 3.544 194.318 -1281.60462 -4.035 -28.78 2.497 2.278 -1.82 -279.041 -4705.941

6262 55 -2.763 -61.031 9.294 5.924 0.508 -635.812 -4622.0856 4.93 -13.372 3.096 3.694 4.242 -144.935 -1500.72557 -0.558 -52.416 7.491 4.906 1.473 -544.259 -4828.09558 7.135 -4.757 1.293 2.677 5.207 -53.382 -1706.74159 -1.66 8.771 -1.996 1.978 1.94 98.604 -1308.21260 -9.353 -38.888 4.202 4.208 -1.795 -392.273 -4429.56661 0.545 17.386 -3.8 0.961 2.905 190.158 -1514.22862 -7.148 -30.272 2.399 3.19 -0.83 -300.719 -4635.582

6263 55 1.133 -57.549 8.719 7.023 2.435 -617.205 -4011.68256 5.868 -9.163 2.291 3.981 4.57 -117.499 -1222.41757 1.839 -48.584 6.827 5.866 3.09 -526.151 -4282.77358 6.574 -0.199 0.399 2.824 5.226 -26.444 -1493.50959 -6.524 8.61 -1.916 2.395 1.554 79.642 -1449.01560 -11.259 -39.775 4.512 5.436 -0.581 -420.065 -4238.2861 -5.818 17.575 -3.808 1.237 2.21 170.696 -1720.10762 -10.553 -30.811 2.62 4.279 0.074 -329.01 -4509.371

6264 55 4.462 -52.431 7.958 7.814 4.021 -588.704 -3432.55256 6.258 -4.975 1.548 4.097 4.672 -88.766 -987.32357 3.828 -43.402 6.106 6.593 4.367 -500.9 -3750.35258 5.625 4.054 -0.304 2.876 5.018 -0.963 -1305.12359 -11.012 7.893 -1.368 2.996 1.202 47.591 -1580.05860 -12.808 -39.563 5.041 6.713 0.551 -452.346 -4025.28761 -11.646 16.922 -3.221 1.775 1.548 135.395 -1897.858

Page 75: Plate Design for Seismic Load Case at Dowel

62 -13.442 -30.534 3.189 5.492 0.897 -364.543 -4343.087

Page 76: Plate Design for Seismic Load Case at Dowel

6265 55 7.44 -46.264 7.08 8.279 5.25 -552.018 -2905.95156 6.285 -1.041 0.896 4.07 4.587 -60.649 -799.86757 5.718 -37.428 5.373 7.064 5.304 -469.553 -3251.70158 4.563 7.795 -0.811 2.854 4.64 21.817 -1145.61659 -14.427 6.816 -0.429 3.751 0.932 2.772 -1706.93860 -13.272 -38.408 5.755 7.961 1.596 -488.598 -3813.02361 -16.149 15.651 -2.136 2.535 0.985 85.238 -2052.68862 -14.994 -29.572 4.048 6.745 1.649 -406.132 -4158.772

6266 55 10.19 -39.566 6.113 8.417 6.133 -508.299 -2449.34856 6.119 2.518 0.338 3.93 4.354 -34.61 -662.40957 7.686 -31.144 4.629 7.266 5.924 -432.494 -2805.19458 3.615 10.94 -1.146 2.778 4.145 41.195 -1018.25659 -16.117 5.635 0.768 4.593 0.767 -52.93 -1840.2760 -12.046 -36.449 6.543 9.081 2.546 -526.619 -3627.20861 -18.622 14.057 -0.716 3.442 0.558 22.875 -2196.11662 -14.551 -28.027 5.059 7.929 2.337 -450.813 -3983.054

6267 55 12.779 -32.796 5.061 8.241 6.697 -458.507 -2075.22656 5.906 5.632 -0.14 3.704 4.008 -11.696 -575.58357 9.803 -24.965 3.848 7.198 6.265 -389.905 -2425.18958 2.93 13.462 -1.353 2.662 3.576 56.906 -925.54759 -15.568 4.569 2.033 5.425 0.702 -115.963 -1994.89260 -8.695 -33.859 7.234 9.962 3.391 -562.774 -3494.53461 -18.544 12.4 0.821 4.383 0.27 -47.361 -2344.85562 -11.671 -26.028 6.022 8.919 2.959 -494.173 -3844.498

6268 55 15.068 -26.251 3.92 7.775 6.98 -403.777 -1790.11256 5.745 8.315 -0.565 3.416 3.574 7.469 -538.59657 11.908 -19.147 2.999 6.871 6.371 -342.227 -2120.68158 2.586 15.42 -1.486 2.512 2.966 69.019 -869.16559 -12.526 3.763 3.142 6.134 0.704 -181.25 -2188.07560 -3.204 -30.803 7.628 10.492 4.109 -592.496 -3439.59161 -15.686 10.868 2.221 5.229 0.095 -119.7 -2518.64462 -6.363 -23.699 6.707 9.588 3.501 -530.946 -3770.16

Page 77: Plate Design for Seismic Load Case at Dowel

SXY kN/m2 Plate L/C SQX kN/m2 SQY kN/m2 MX kNm/m MY kNm/m-13.1 5824 55 71.95 -337.27 -11.16 -11.16102.0 5817 61 27.77 108.90 4.84 25.71-81.5 6214 59 -4.51 -37.34 12.23 6.7433.5 5817 61 27.77 108.90 4.84 25.71210.1 6242 55 -12.48 -21.44 0.96 0.9695.1 5962 61 -8.55 64.40 3.82 3.82141.7 5821 61 4.71 95.96 5.53 5.5326.7 6241 55 -10.90 -22.83 2.07 2.0714.4 1 2 3 4 5 6132.9 Note:- (+)ve BM Causes Tension at bottom and (-)ve B-54.2 Plate L/C SQX kN/m2 SQY kN/m2 MX kNm/m MY kNm/m64.3 5811 55 -48.89 -282.37 -7.73 -7.73340.4 5828 55 38.94 -418.26 -12.49 -77.52222.0 5775 59 17.82 -353.75 -14.32 -67.52271.8 5828 55 38.94 -418.26 -12.49 -77.52153.3 6254 55 -19.52 -1.05 -4.91 -4.9130.5 5776 59 21.70 -366.73 -14.04 -14.04164.2 6255 55 -26.29 -13.90 -1.51 -1.51-36.5 6230 59 11.66 -2.11 2.11 2.1197.2485.6351.9418.6

284.9

32.4

193.0

-31.9128.6623.3462.7559.0398.419.4215.2-41.4154.4727.6531.8666.8471.0

-7.3226.4-63.6170.1773.7540.1717.5483.8-45.2222.4

-95.4

172.2

Page 78: Plate Design for Seismic Load Case at Dowel

742.6475.0692.4424.8-90.9200.3-133.3157.9625.8334.6583.4292.2-141.0159.2-173.7126.6429.1128.8396.496.2

-192.3101.1-213.579.8173.7-119.6152.5-140.8-240.531.5

-249.722.4

-105.3-377.4-114.4-386.5-281.4-40.9-278.9-38.4-368.0-608.5-365.4-605.9-309.3-105.2-297.0-92.9-577.2-781.3-564.9-769.0-319.3-149.9-300.4-131.0-706.5-875.9-687.6

Page 79: Plate Design for Seismic Load Case at Dowel

-857.0

Page 80: Plate Design for Seismic Load Case at Dowel

-308.0-164.2-286.3-142.5-742.1-885.8-720.3-864.1-274.2-139.7-253.6-119.1-682.7-817.2-662.1-796.6-219.0-71.6-203.1-55.6-538.8-686.3-522.9-670.3-145.839.6

-137.048.4

-330.0-515.4-321.2-506.6-59.5187.3-59.1187.7-82.6-329.4-82.3-329.133.8359.025.8351.0174.0-151.2165.9-159.3127.5536.9112.3521.7411.1

1.7396.0-13.5214.2699.9194.3

Page 81: Plate Design for Seismic Load Case at Dowel

679.9

Page 82: Plate Design for Seismic Load Case at Dowel

603.6117.9583.697.9286.7826.0264.8804.1731.1191.9709.2169.9337.5895.1316.7874.3780.0222.4759.2201.6359.7891.1343.0874.4743.2211.8726.6195.1347.7805.3337.5795.1622.4164.8612.2154.6298.6637.9296.8636.0427.688.3425.786.4213.1399.6220.4406.9177.5-9.0

184.8-1.796.4110.8113.0127.3-102.5-116.9-86.0

Page 83: Plate Design for Seismic Load Case at Dowel

-100.4

Page 84: Plate Design for Seismic Load Case at Dowel

-41.7-199.4-16.5-174.2-382.5-224.8-357.3-199.6-186.8-496.6-153.7-463.5-631.2-321.4-598.1-288.3-321.2-744.1-281.2-704.1-819.7-396.8-779.7-356.8-425.3-909.2-379.1-863.0-925.7-441.9-879.5-395.7-480.4-968.2-428.5-916.2-937.5-449.7-885.5-397.7-471.5-910.0-414.1-852.6-855.6-417.1-798.1-359.6-390.4-740.4-327.7-677.7-693.7-343.7-631.0-281.0-237.1-479.4-169.9

Page 85: Plate Design for Seismic Load Case at Dowel

-412.1

Page 86: Plate Design for Seismic Load Case at Dowel

-476.4-234.1-409.1-166.9-21.4-160.748.7-90.7-234.7-95.3-164.6-25.3238.6175.3308.3245.0-1.262.168.5131.8518.0486.7582.9551.6195.2226.5260.1291.3789.3738.0843.8792.5333.3384.7387.8439.2

1025.4901.8

1063.6940.0401.6525.1439.8563.3

1202.1963.4

1218.6979.9397.6636.3414.2652.9

1301.0919.2

1291.9910.1327.7709.5318.6

Page 87: Plate Design for Seismic Load Case at Dowel

700.4

Page 88: Plate Design for Seismic Load Case at Dowel

1311.4777.6

1274.4740.7204.5738.3167.6701.4

1231.4557.0

1166.7492.344.9719.2-19.9654.5

1068.4283.2978.2192.9-132.0653.2-222.3563.0838.2-13.5726.9-124.7-306.5545.1-417.7433.9563.1-301.6437.2-427.5-460.1404.6-586.1278.7268.4-553.0135.7-685.7-577.6243.9-710.3111.1-20.5-746.1-151.4-876.9-647.478.1

-778.3-52.8-281.5-868.6-401.6

Page 89: Plate Design for Seismic Load Case at Dowel

-988.6

Page 90: Plate Design for Seismic Load Case at Dowel

-663.6-76.6-783.7-196.7-498.5-918.2-598.7

-1018.4-625.3-205.6-725.4-305.8-660.4-901.5-732.2-973.3-536.8-295.7-608.5-367.5-762.6-831.4-798.4-867.1-406.9-338.1-442.7-373.9-803.3-724.0-798.0-718.7-249.3-328.6-244.0-323.3-785.9-596.3-738.1-548.5-80.8-270.4-33.0-222.6-718.1-463.8-631.2-376.980.4

-173.9167.3-87.0-614.6-339.5-496.1-221.0218.4-56.7337.0

Page 91: Plate Design for Seismic Load Case at Dowel

61.9

Page 92: Plate Design for Seismic Load Case at Dowel

-492.9-232.5-354.0-93.5321.461.0460.3199.9-372.2-148.1-225.5

-1.5383.5159.4530.2306.1-268.4-87.5-126.354.6405.0224.0547.1366.1-191.8-48.1-64.779.0391.1247.4518.2374.5-145.7-26.0-41.078.7349.4229.7454.1334.4-126.5-15.3-48.762.4289.0177.8366.8255.6-125.7-10.8-76.638.3218.8103.8267.8152.9-132.3

-7.0-111.6

Page 93: Plate Design for Seismic Load Case at Dowel

13.6

Page 94: Plate Design for Seismic Load Case at Dowel

148.122.9168.843.5

-136.2-0.8

-141.7-6.286.4-49.081.0-54.5-130.210.2

-158.1-17.743.5-96.915.6

-124.8-111.626.5

-157.2-19.128.7

-109.4-16.9-155.0-82.447.7

-140.3-10.249.6-80.5-8.3

-138.4-47.473.2

-112.77.9

110.5-10.145.2-75.3117.6551.2106.4540.1316.5-117.1305.4-128.3-148.176.5

-214.99.7

340.737116.128273.898

Page 95: Plate Design for Seismic Load Case at Dowel

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Page 96: Plate Design for Seismic Load Case at Dowel

-100.663125.573-169.46756.769477.513251.277408.709182.473-61.53174.892-130.191106.23623.952387.53555.29318.868-35.579220.724-102.634153.669757.325501.022690.269433.967-25.913258.465-90.109194.268852.518568.14788.321503.943-33.854283.014-93.782223.086886.405569.537826.477509.609-59.075289.461-112.973235.563842.348493.812788.45439.914-99.484273.993-145.285228.192714.123340.647668.322294.845-150.99235.039-186.589

Page 97: Plate Design for Seismic Load Case at Dowel

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Page 98: Plate Design for Seismic Load Case at Dowel

508.263122.234472.66486.635-207.516174.472-231.193150.795244.432-137.555220.755-161.232-261.64698.398-272.53787.507-46.806-406.849-57.697-417.74-305.99716.848-304.47518.37-328.691-651.536-327.17-650.015-334.71-57.876-322.537-45.703-564.99-841.824-552.817-829.651-343.865-113.02-324.027-93.181-726.243-957.089-706.405-937.25-331.548-137.249-307.838-113.539-794.289-988.587-770.579-964.878-297.415-121.813-273.864-98.262-763.909-939.512-740.359

Page 99: Plate Design for Seismic Load Case at Dowel

-915.961

Page 100: Plate Design for Seismic Load Case at Dowel

-242.571-61.653-222.849-41.931-642.349-823.267-622.627-803.545-169.4543.651-156.36756.734-447.086-660.186-434.003-647.103-81.717189.038-76.884193.87-202.946-473.7-198.113-468.86815.881363.66612.195359.97961.375-286.4157.688-290.096216.609731.102200.04714.532535.00820.516518.4393.946305.196879.914286.086860.803692.869118.151673.75899.041374.688974.125356.227955.663771.317171.881752.855153.419416.228992.963401.517

Page 101: Plate Design for Seismic Load Case at Dowel

978.252

Page 102: Plate Design for Seismic Load Case at Dowel

758.301181.566743.59166.855421.99922.142413.632913.785650.571150.418642.213142.061386.795757.469386.578757.252455.38784.713455.1784.496309.737507.391318.471516.124191.078-6.576199.8122.158195.324193.473212.879211.028-114.248-112.398-96.693-94.84353.873-151.34879.407-125.814-425.711-220.49-400.177-194.957-99.063-486.667-66.764-454.368-706.055-318.451-673.757-286.153-243.978-770.073-206.102-732.197-920.81-394.714-882.934

Page 103: Plate Design for Seismic Load Case at Dowel

-356.838

Page 104: Plate Design for Seismic Load Case at Dowel

-359.617-963.298-317.01-920.69-1043.483-439.803-1000.875-397.195-425.875-1039.223-378.842-992.19-1060.365-447.017-1013.332-399.985-427.044-986.641-375.422-935.019-973.032-413.434-921.41-361.812-354.492-812.293-297.998-755.8-797.878-340.077-741.385-283.583-208.328-539.808-147.104-478.584-562.933-231.452-501.708-170.2282.396-205.0167.156-140.25-302.445-95.038-237.685-30.278260.524149.435326.114215.024-51.27759.81314.313125.402542.687480.45604.759

Page 105: Plate Design for Seismic Load Case at Dowel

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Page 106: Plate Design for Seismic Load Case at Dowel

160.178222.416222.25284.488821.918749.946874.788802.816309.454381.426362.323434.2961070.387929.0871107.705966.405383.825525.125421.142562.4421261.8261000.1011277.4991015.774380.414642.14396.087657.8131374.505957.8731363.635947.003305.263721.895294.393711.0241393.631809.4011353.32769.09171.788756.019131.477715.7081314.024573.2081243.918503.102-1.233739.584-71.339669.4781141.567277.2991044.071179.804-191.927672.341-289.422

Page 107: Plate Design for Seismic Load Case at Dowel

574.845

Page 108: Plate Design for Seismic Load Case at Dowel

892.939-44.452773.066-164.325-377.757559.634-497.63439.761593.21-356.705458.164-491.751-537.898412.017-672.944276.971272.279-627.417130.809-768.887-655.301244.395-796.771102.925-39.426-831.919-177.693-970.185-718.27174.222-856.537-64.045-314.902-955.982-440.221-1081.3-721.169-80.089-846.487-205.408-533.845-997.022-636.914-1100.091-664.776-201.599-767.845-304.668-684.46-963.196-756.911-1035.648-555.822-277.085-628.274-349.537-763.562-870.895-798.657

Page 109: Plate Design for Seismic Load Case at Dowel

-905.991

Page 110: Plate Design for Seismic Load Case at Dowel

-406.167-298.834-441.263-333.929-775.576-740.945-769.008-734.377-231.621-266.253-225.053-259.684-730.673-594.712-681.658-545.697-50.206-186.167-1.191-137.152-643.717-450.99-555.624-362.898120.18-72.546208.27315.546-532.739-324.052-413.035-204.348264.16355.476383.867175.18-416.924-222.739-276.156-81.971370.982176.796511.75317.564-313.856-150.434-164.179-0.756435.694272.272585.372421.949-236.717-105.886-90.02340.809459.086328.254605.781

Page 111: Plate Design for Seismic Load Case at Dowel

474.949

Page 112: Plate Design for Seismic Load Case at Dowel

-192.314-84.269-58.88349.161446.515338.471579.946471.902-180.44-78.809-68.0433.591406.161304.53518.561416.93-194.547-82.153-108.1334.261347.458235.065433.872321.478-223.686-87.371-165.616-29.301280.25143.935338.32202.006-255.368-88.949-225.703-59.284214.4448.021244.10677.687-278.36-83.101-275.259-80160.015-35.244163.116-32.143-284.889-67.974-304.983-88.069126.778-90.137106.683-110.232-271.879-43.297-310.743

Page 113: Plate Design for Seismic Load Case at Dowel

-82.161

Page 114: Plate Design for Seismic Load Case at Dowel

123.664-104.91884.8-143.781-240.97-9.942-293.686-62.658157.387-73.641104.671-126.357-197.32630.612-259.135-31.196230.7222.784168.913-59.025-257.58653.352-318.518-7.579446.82135.881385.88874.95-203.753113.385-268.14348.994576.636259.499512.246195.108-154.856173.237-220.424107.669710.103382.009644.534316.441-116.868228.618-181.816163.67826.593481.107761.645416.16-94.09274.687-156.803211.974904.112535.336841.399

Page 115: Plate Design for Seismic Load Case at Dowel

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Page 116: Plate Design for Seismic Load Case at Dowel

-88.948306.394-147.737247.605922.98527.638864.191468.849-101.867319.086-154.828266.126869.588448.634816.627395.674-131.093309.36-176.16264.293739.516299.063694.449253.996-172.617276.07-207.794240.893539.28190.595504.10455.418-220.468221.251-244.175197.544286.332-155.386262.626-179.093-267.569150.576-279.023139.1237.121-411.024-4.332-422.478-306.98473.001-306.49873.487-266.649-646.634-266.163-646.148-333.053-0.389-322.151

Page 117: Plate Design for Seismic Load Case at Dowel

10.513

Page 118: Plate Design for Seismic Load Case at Dowel

-503.035-835.7-492.133-824.797-341.951-57.923-323.252-39.223-674.904-958.932-656.205-940.233-331.621-88.784-308.513-65.676-763.854-1006.691-740.746-983.583-301.455-84.188-277.629-60.362-762.263-979.53-738.437-955.704-251.952-38.29-230.89-17.228-673.366-887.028-652.304-865.966-184.52151.02-169.03866.503-509.76-745.301-494.277-729.818-101.42181.362-93.321189.46-291.15-573.932-283.051-565.833-5.834345.245-5.718345.36-41.838-392.916-41.722

Page 119: Plate Design for Seismic Load Case at Dowel

-392.801

Page 120: Plate Design for Seismic Load Case at Dowel

97.902529.71490.672522.485211.518-220.295204.288-227.524203.954716.427191.134703.607441.703-70.77428.883-83.59304.658882.34288.862866.543622.41344.732606.61728.936390.4811001.398374.811985.728729.952119.035714.281103.364450.6491047.682438.2431035.276745.734148.701733.328136.295474.7241000.239468.274993.789659.827134.312653.377127.862454.939848.793456.277850.132474.56280.708475.90182.047388.559598.349398.421

Page 121: Plate Design for Seismic Load Case at Dowel

608.211

Page 122: Plate Design for Seismic Load Case at Dowel

206.556-3.234216.4186.627279.404270.678297.434288.707-114.256-105.529-96.226-87.5138.104-97.957163.106-72.955-448.538-212.477-423.536-187.475-18.79-461.98811.579-431.618-753.396-310.198-723.026-279.829-170.551-773.402-136.333-739.184-988.936-386.084-954.718-351.866-294.813-989.54-257.736-952.462-1124.863-430.136-1087.785-393.059-370.783-1080.64-331.05-1040.906-1145.979-436.123-1106.245-396.389-382.592-1035.436-339.664-992.508-1055.018-402.173-1012.09

Page 123: Plate Design for Seismic Load Case at Dowel

-359.245

Page 124: Plate Design for Seismic Load Case at Dowel

-321.777-862.629-274.769-815.622-871.372-330.52-824.365-283.512-188.309-588.082-136.643-536.416-626.169-226.396-574.503-174.739.811-249.14765.681-193.277-355.704-96.746-299.834-40.876257.687111.651315.707169.671-95.41150.625-37.391108.644534.919452.115591.201508.398124.502207.306180.785263.588816.979734.661866.002783.684281.678363.995330.701413.0181076.663929.3151111.884964.536362.788510.136398.009545.3571285.91015.8031300.696

Page 125: Plate Design for Seismic Load Case at Dowel

1030.599

Page 126: Plate Design for Seismic Load Case at Dowel

363.75633.848378.546648.6441418.456985.1241407.209973.878289.363722.695278.116711.4481453.794840.9121412.936800.054152.522765.404111.664724.5461381.419599.8581310.215528.654-27.205754.356-98.409683.1521204.144290.3921105.054191.302-225.943687.809-325.033588.719938.609-51.047817.148-172.509-418.619571.037-540.081449.576612.792-385.374476.951-521.216-582.145416.021-717.987280.18261.693-676.336121.082-816.947-698.015240.014-838.626

Page 127: Plate Design for Seismic Load Case at Dowel

99.402

Page 128: Plate Design for Seismic Load Case at Dowel

-77.738-895.29-212.87-1030.422-754.02863.524-889.16-71.608-371.728-1024.805-491.434-1144.511-745.265-92.188-864.972-211.895-594.574-1060.788-690.008-1156.222-674.294-208.08-769.728-303.514-732.373-1012.443-796.369-1076.44-550.581-270.51-614.577-334.507-784.356-899.618-811.893-927.155-388.923-273.661-416.46-301.198-761.285-747.993-749.913-736.62-207.202-220.494-195.829-209.122-681.814-583.628-632.063-533.877-23.898-122.08425.853-72.332-568.363-428.574-483.99

Page 129: Plate Design for Seismic Load Case at Dowel

-344.2

Page 130: Plate Design for Seismic Load Case at Dowel

144.1694.379228.54388.753-443.703-298.36-331.496-186.154283.695138.352395.901250.559-328.194-201.273-197.265-70.344386.151259.23517.08390.159-237.619-138.955-98.2640.4448.263349.599587.618488.955-181.582-107.797-44.02929.756471.639397.854609.192535.407-162.847-100.732-36.14225.973461.749399.634588.453526.339-177.645-109.035-68.912-0.303426.577357.967535.309466.7-216.968-123.909-131.06-38375.396282.337461.305

Page 131: Plate Design for Seismic Load Case at Dowel

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Page 132: Plate Design for Seismic Load Case at Dowel

-268.598-137.631-208.088-77.121317.931186.964378.441247.474-319.631-144.284-285.022-109.675263.92788.58298.536123.189-358.844-140.074-348.865-130.095222.8814.111232.8614.089-378.523-123.265-390.497-135.239203.648-51.61191.674-63.584-375.412-93.864-405.687-124.139213.679-67.869183.405-98.143-350.708-53.144-395.15-97.586257.85-39.714213.408-84.156-309.126-3.194-363.636-57.704337.04231.11282.532-23.4-327.72437.912-382.912

Page 133: Plate Design for Seismic Load Case at Dowel

-17.276

Page 134: Plate Design for Seismic Load Case at Dowel

515.115149.479459.92794.291-273103.263-332.73143.532634.075257.812574.343198.08-220.805167.894-282.715105.985752.059363.36690.15301.45-177.441227.342-239.507165.277850.908446.125788.843384.059-147.641276.875-207.998216.518911.827487.312851.47426.955-134.235311.812-191.006255.041918.425472.378861.654415.607-137.942328.071-189.158276.854859.755393.742808.538342.525-157.267322.874-200.927279.214732.763252.622689.104

Page 135: Plate Design for Seismic Load Case at Dowel

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Page 136: Plate Design for Seismic Load Case at Dowel

-188.606295.533-222.86261.28543.6259.481509.36725.227-226.682248.073-250.112224.642307.593-167.162284.162-190.592-265.329185.471-277.245173.55547.374-403.42635.458-415.342-298.481115.336-299.147114.67-209.979-623.796-210.645-624.462-321.0347.063-311.75456.339-436.996-805.09-427.72-795.814-329.321-9.273-312.377.677-609.737-929.785-592.787-912.834-321.195-44.033-299.545-22.383-710.961-988.123-689.31-966.472-295.725-48.902-272.688

Page 137: Plate Design for Seismic Load Case at Dowel

-25.865

Page 138: Plate Design for Seismic Load Case at Dowel

-731.918-978.741-708.88-955.703-252.845-17.582-231.6533.61-672.662-907.925-651.47-886.733-193.06253.633-176.46370.232-541.11-787.805-524.511-771.206-117.346165.209-107.271175.283-351.504-634.058-341.43-623.984-27.286313.537-24.621316.202-122.827-463.65-120.162-460.98574.457489.91569.988485.446122.393-293.065117.924-297.534183.442679.512173.252669.322358.867-137.203348.677-147.393292.661860.711279.141847.191559.228-8.822545.708

Page 139: Plate Design for Seismic Load Case at Dowel

-22.342

Page 140: Plate Design for Seismic Load Case at Dowel

392.0681005.59378.27991.792695.41281.89681.61468.092469.0051082.693458.1791071.867741.741128.052730.914117.226510.1121063.099505.1321058.12680.273127.285675.293122.306504.637928.989507.463931.816507.14882.795509.97585.622447.861681.189459.187692.515236.7453.418248.07114.744343.019341.685362.243360.909-99.077-97.743-79.853-78.519201.202-49.602226.714-24.091-456.249-205.445-430.738-179.93339.942-441.62869.637

Page 141: Plate Design for Seismic Load Case at Dowel

-411.932

Page 142: Plate Design for Seismic Load Case at Dowel

-785.92-304.35-756.225-274.655-118.852-780.433-86.952-748.533-1042.301-380.72-1010.401-348.82-251.612-1018.094-218.781-985.263-1190.48-423.998-1157.649-391.167-336.634-1121.747-303.063-1088.177-1213.374-428.261-1179.803-394.69-357.836-1080.253-322.63-1045.047-1115.368-392.951-1080.162-357.745-307.258-905.351-268.88-866.972-920.152-322.059-881.773-283.681-185.306-626.642-142.359-583.695-663.333-221.997-620.387-179.050.713-283.5848.604-235.689-383.736-99.443-335.845

Page 143: Plate Design for Seismic Load Case at Dowel

-51.553

Page 144: Plate Design for Seismic Load Case at Dowel

238.2481.667289.724133.151-116.94139.632-65.45791.116510.341428.859561.992480.511108.081189.562159.733241.214795.74722.202842.165768.628270.16343.697316.586390.1231068.625931.7611103.033966.168356.111492.976390.519527.3841299.1661034.811314.3461049.991360.773625.128375.953640.3091456.0321018.0291445.6041007.601287.312725.315276.884714.8871511.586880.5011471.297840.212147.581778.666107.292738.3771448.878636.2861377.646

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565.054

Page 146: Plate Design for Seismic Load Case at Dowel

-38.409774.183-109.641702.9511267.31314.1071167.734214.53-244.864708.339-344.441608.763983.888-46.907862.073-168.722-444.233586.562-566.048464.747629.951-403.819494.756-539.014-611.371422.399-746.566287.204245.808-716.222107.728-854.301-726.553235.476-864.63397.396-124.914-951.277-255.009-1081.372-777.23149.132-907.326-80.963-441.109-1087.798-553.202-1199.892-759.017-112.328-871.111-224.421-670.799-1119.546-756.708-1205.455-676.067-227.32-761.975

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-313.229

Page 148: Plate Design for Seismic Load Case at Dowel

-797.39-1056.534-851.356-1110.5-540.393-281.249-594.359-335.215-822.636-922.533-841.507-941.404-369.642-269.744-388.513-288.615-764.249-748.768-747.422-731.94-183.779-199.261-166.952-182.434-649.552-566.362-598.86-515.67-1.812-85.00248.88-34.31-508.511-400.506-428.09-320.085160.55952.554240.98132.975-368.375-267.559-264.395-163.579292.22191.404396.2295.384-250.424-174.751-130.59-54.918387.063311.391506.896431.224-168.438-121.576-41.268

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5.594

Page 150: Plate Design for Seismic Load Case at Dowel

443.761396.898570.93524.068-128.403-101.986-2.38124.035465.049438.633591.071564.654-129.148-106.757-11.94810.442456.73434.34573.929551.539-163.66-125.603-61.544-23.487426.575388.518528.691490.634-220.872-148.795-138.342-66.266383.386311.309465.915393.839-287.738-168.235-227.44-107.936336.302216.799396.6277.097-351.416-178.024-314.212-140.819294.351120.959331.556158.164-401.168-174.592-386.35-159.774266.08539.509280.903

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Page 152: Plate Design for Seismic Load Case at Dowel

-429.759-156.524-435.343-162.109259.095-14.14253.51-19.724-434.128-124.17-457.22-147.262279.28-30.678256.187-53.77-415.309-79.184-452.511-116.386329.853-6.272292.651-43.474-377.658-24.109-425.48-71.93410.23456.685362.4128.863

Page 153: Plate Design for Seismic Load Case at Dowel

MXY kNm/m SX kN/m2 SY kN/m2 SXY kN/m2 2304 288 8

-6.70 -1349.21 -7148.05 -492.91 474 5824

-4.31 299.80 1.22 -725.44 424 5817

-0.12 -637.54 -4914.24 -541.11 1870 6214

-4.31 299.80 1.22 -725.44 424 5817

13.00 -429.92 -3565.30 1448.88 2090 6242-4.68 401.21 101.62 -628.27 1008 5962

-0.59 380.96 706.54 -33.04 456 5821

12.47 -356.37 -3972.66 1511.59 2082 6241

7 8 9 10BM causes tension at top.

MXY kNm/m SX kN/m2 SY kN/m2 SXY kN/m25.50 -1126.56 -3938.08 1068.42 370 5811

-4.73 -1311.20 -5911.54 -145.71 506 5828

-3.08 -1528.91 -7464.54 -105.26 86 5775

-4.73 -1311.20 -5911.54 -145.71 506 5828

-13.68 -272.00 -7439.88 -508.51 2186 6254

-5.04 -1545.06 -7364.95 -367.95 94 5776

-13.60 -340.60 -7554.65 -368.38 2194 6255

-1.18 -174.80 -3943.72 -1213.37 1998 6230